def main(DesPrms, DesVars): #\
"""Function to Instantiate a JacketSE Assembly with Assigned Design Parameters:
INPUTS
DesVars: Class (structure) containing: batter,Dpile,tpile,Lp,Dleg,tleg,Dbrc,tbrc,Dbrc_mud,tbrc_mud,Dgir,tgir,Db,DTRb,Dt,DTRt,Htwr2frac. See JacketOpt_Peregrine.py.
DesPrms: Class (structure) containing: dck_botz,wdepth,wlevel,Tp50,HW50,HH,U50HH,RNA_F,RNAins, TPlumpmass. See JacketOpt_Peregrine.py.
"""
#wdepth=wdepth,wlevel=wlevel,): #we call this module with the main optimization parameters
#______________________________________________#
# NON-OPTIMIZATION VARIABLES #
#______________________________________________#
#Set inputs ###----ALL USER INPUT----###
Jcktins = JcktGeoInputs()
Jcktins.nlegs = 4
Jcktins.nbays = DesPrms.nbays
Jcktins.batter = DesVars.batter
Jcktins.dck_width = DesVars.dck_widthfact * DesVars.Db
Jcktins.dck_botz = DesPrms.dck_botz
Jcktins.weld2D = 0.5
Jcktins.VPFlag = True #vertical pile T/F; to enable piles in frame3DD set pileinputs.ndiv>0
Jcktins.clamped = False #False #whether or not the bottom of the structure is rigidly connected. Use False when equivalent spring constants are being used.
#The following is a passthrough variables
legbot_stmphin = 1.5 #Distance from bottom of leg to second joint along z; must be>0
#______________________________________________#
#Soil inputs
Soilinputs = SoilGeoInputs() ###----ALL USER INPUT----###
Soilinputs.zbots = -np.array([3., 5., 7., 15., 30., 50.])
Soilinputs.gammas = np.array(
[10000., 10000., 10000., 10000., 10000., 10000.])
Soilinputs.cus = np.array([60000., 60000., 60000., 60000., 60000., 60000.])
Soilinputs.phis = np.array(
[36., 33., 26., 37., 35., 37.5]
) #np.array([26.,26.,26.,26.,26.,26])#np.array([36.,33.,26.,37.,35.,37.5])#np.array([36.,33.,26.,37.,35.,37.5])
Soilinputs.delta = 25.
Soilinputs.sndflg = True
Soilinputs.SoilSF = 1.25 #Safety factor for Lp and stiffness from soil
Soilinputs.PenderSwtch = False #True
#______________________________________________#
#Water and wind inputs
Waterinputs = WaterInputs() ###----ALL USER INPUT----###
Waterinputs.wdepth = DesPrms.wdepth
Waterinputs.wlevel = DesPrms.wdepth #Distance from bottom of structure to surface THIS, I believe is no longer needed as piles may be negative in z, to check and remove in case
Waterinputs.T = DesPrms.Tp50 #Wave Period
Waterinputs.HW = DesPrms.HW50 #Wave Height: peak-to-peak for Andrew's load routine, 0.5*peak-to-peak for mine in case I activate.
Waterinputs.Cd = 3. #Drag Coefficient, enhanced to account for marine growth and other members not calculated
Waterinputs.Cm = 8. #2. #ADded mass Coefficient
Windinputs = WindInputs()
Windinputs.HH = DesPrms.HH #CHECK HOW THIS COMPLIES....
Windinputs.U50HH = DesPrms.U50HH #20. # Since we are assuming operational conditions, pick a wind speed near rated
Windinputs.Cdj = 4. #Drag Coefficient for jacket members, enhanced to account for TP drag not calculated otherwise
Windinputs.Cdt = 2 #Drag Coefficient for tower, enhanced to account for TP drag not calculated otherwise
#______________________________________________#
#RNA loads Fx-z, Mxx-zz
RNA_F = DesPrms.RNA_F #unfactored thrust, though accounting for gust and dynamic effects (no IEC PSF though)
#Torque at rated with 95% efficiency generator: +12564863.93 Nm
#______________________________________________#
#RNA Properties
RNAins = RNAprops() ###----ALL USER INPUT----###
RNAins.mass = DesPrms.RNAins.mass
RNAins.Ixx = DesPrms.RNAins.Ixx #249.667E+6 #
RNAins.Iyy = DesPrms.RNAins.Iyy #169.667E+6 #
RNAins.Izz = DesPrms.RNAins.Izz #162.200E+6 #
RNAins.CMzoff = DesPrms.RNAins.CMzoff
RNAins.CMxoff = DesPrms.RNAins.CMxoff #positive means downwind -4.95#
RNAins.Thzoff = DesPrms.RNAins.Thzoff #From UHreact Excel
RNAins.yawangle = 45.
TwrRigidTop = True #False #False=Account for RNA via math rather than a physical rigidmember
#______________________________________________#
#TP mass data
TPlumpinputs = TPlumpMass() ###----ALL USER INPUT----###
TPlumpinputs.mass = DesPrms.TPlumpmass #0. #200.e3 #[kg]
#______________________________________________#
###----ALL USER INPUT----###
# Frame3DD parameters
FrameAuxIns = Frame3DDaux()
FrameAuxIns.sh_fg = 1 #shear flag-->Timoshenko
FrameAuxIns.deltaz = 5.
FrameAuxIns.geo_fg = 0
FrameAuxIns.nModes = 6 # number of desired dynamic modes of vibration
FrameAuxIns.Mmethod = 1 # 1: subspace Jacobi 2: Stodola
FrameAuxIns.lump = 0 # 0: consistent mass ... 1: lumped mass matrix
FrameAuxIns.tol = 1e-9 # mode shape tolerance
FrameAuxIns.shift = 0.0 # shift value ... for unrestrained structures
FrameAuxIns.gvector = np.array([0., 0., 9.8065]) #GRAVITY
#______________________________________________#
# OPTIMIZATION VARIABLES #
#Note: materials are fixed
#______________________________________________#
#Legs Data
legmatin = MatInputs()
legmatin.matname = ([
'heavysteel', 'heavysteel', 'heavysteel', 'heavysteel'
])
Dleg = np.asarray([DesVars.Dleg]).repeat(
Jcktins.nbays + 1) #e.g., np.array([2.0,1.8,1.6,1.6,1.6])
tleg = np.asarray([DesVars.tleg]).repeat(Jcktins.nbays + 1)
leginputs = LegGeoInputs()
leginputs.legZbot = 0.0 ###----USER INPUT----###
leginputs.ndiv = DesPrms.legndiv ###----USER INPUT----###
leginputs.legmatins = legmatin
leginputs.Dleg = Dleg
leginputs.tleg = tleg
#Xbrc data
Xbrcmatin = MatInputs()
Xbrcmatin.matname = np.array(['heavysteel']).repeat(Jcktins.nbays)
Dbrc = np.asarray([DesVars.Dbrc
]).repeat(Jcktins.nbays) #np.array([1.,1.,0.8,0.8])
tbrc = np.asarray([DesVars.tbrc]).repeat(Jcktins.nbays)
Xbrcinputs = XBrcGeoInputs()
Xbrcinputs.Dbrc = Dbrc
Xbrcinputs.tbrc = tbrc
Xbrcinputs.ndiv = 1 ###----USER INPUT----###
Xbrcinputs.Xbrcmatins = Xbrcmatin
Xbrcinputs.precalc = False #This can be set to true if we want Xbraces to be precalculated in D and t, in which case the above set Dbrc and tbrc would be overwritten
#Mbrc data
Mbrcmatin = MatInputs()
Mbrcmatin.matname = np.array(['heavysteel'])
Mbrcinputs = MudBrcGeoInputs()
Mbrcinputs.Dbrc_mud = DesVars.Dbrc_mud
Mbrcinputs.tbrc_mud = DesVars.tbrc_mud
Mbrcinputs.ndiv = 2 ###----USER INPUT----###
Mbrcinputs.Mbrcmatins = Mbrcmatin
Mbrcinputs.precalc = False #This can be set to true if we want Mudbrace to be precalculated in D and t, in which case the above set Dbrc_mud and tbrc_mud would be overwritten
#Hbrc data
Hbrcmatin = MatInputs()
Hbrcmatin.matname = np.array(['heavysteel'])
Dbrc_hbrc = 1.1 ###----USER INPUT----###
Hbrcinputs = HBrcGeoInputs()
Hbrcinputs.Dbrch = Dbrc_hbrc ###----USER INPUT----###
Hbrcinputs.ndiv = 0 #2
Hbrcinputs.Hbrcmatins = Hbrcmatin
Hbrcinputs.precalc = True #This can be set to true if we want Hbrace to be set=Xbrace top D and t, in which case the above set Dbrch and tbrch would be overwritten
#TP data
TPstrtmatin = MatInputs()
TPstmpsmatin = MatInputs()
TPgirdmatin = MatInputs()
TPbrcmatin = MatInputs()
TPstemmatin = MatInputs()
TPstmpsmatin.matname = np.array(['heavysteel'])
TPbrcmatin.matname = np.array(['heavysteel'])
TPgirdmatin.matname = np.array(['heavysteel'])
TPstemmatin.matname = np.array(['heavysteel'
]).repeat(2) ###----ALL USER INPUT----###
TPinputs = TPGeoInputs()
TPinputs.TPstrtmatins = TPstrtmatin
TPinputs.TPbrcmatins = TPbrcmatin
TPinputs.TPstemmatins = TPstemmatin
TPinputs.TPstmpmatins = TPstmpsmatin
TPinputs.TPgirdmatins = TPgirdmatin
#Set TP dimensions as leg and brace dimensions
TPinputs.Dstrut = DesVars.Dleg ###----ALL USER INPUT----###
TPinputs.tstrut = DesVars.Dleg
TPinputs.Dgir = DesVars.Dgir
TPinputs.tgir = DesVars.tgir
TPinputs.Dbrc = TPinputs.Dgir
TPinputs.tbrc = TPinputs.tgir
###----ALL USER INPUT----###
TPinputs.hstump = 0.0 #1.0
TPinputs.stumpndiv = 1
TPinputs.brcndiv = 1
TPinputs.girndiv = 1
TPinputs.strutndiv = 1
TPinputs.stemndiv = 1
TPinputs.nstems = 3
TPinputs.Dstem = np.array([DesVars.Db]).repeat(TPinputs.nstems)
TPinputs.tstem = 1.5 * np.array([DesVars.Db / DesVars.DTRb]).repeat(
TPinputs.nstems)
TPinputs.hstem = np.array([6. / TPinputs.nstems]).repeat(TPinputs.nstems)
#Pile data
Pilematin = MatInputs()
Pilematin.matname = np.array(['heavysteel'])
Pileinputs = PileGeoInputs()
Pileinputs.Pilematins = Pilematin
Pileinputs.ndiv = 0 #3 ###----USER INPUT----###
Pileinputs.Dpile = DesVars.Dpile
Pileinputs.tpile = DesVars.tpile
Pileinputs.AFflag = False ###----USER INPUT----###
Pileinputs.Lp = DesVars.Lp #[m] Embedment length
#Tower data
Twrmatin = MatInputs()
Twrmatin.matname = np.array(['heavysteel'])
Twrinputs = TwrGeoInputs()
Twrinputs.Twrmatins = Twrmatin
#Twrinputs.Htwr=0. #Trumped by HH
Twrinputs.Htwr2frac = DesVars.Htwr2frac #fraction of tower height with constant x-section
Twrinputs.ndiv = np.array([
6, 12
]) #ndiv for uniform and tapered section ###----USER INPUT----###
Twrinputs.DeltaZmax = 6. #[m], maximum FE element length allowed in the tower members (i.e. the uniform and the tapered members)
Twrinputs.Db = DesVars.Db
Twrinputs.DTRb = DesVars.DTRb
Twrinputs.Dt = DesVars.Dt
Twrinputs.DTRt = DesVars.DTRt
# Now Launch the assembly and pass all of the inputs
myjckt = set_as_top(JacketAsmly())
myjckt.JcktGeoIn = Jcktins
myjckt.Soilinputs = Soilinputs
myjckt.Waterinputs = Waterinputs
myjckt.Windinputs = Windinputs
myjckt.RNAinputs = RNAins
myjckt.TwrRigidTop = TwrRigidTop #Account for RNA via math rather than a physical rigidmember
myjckt.RNA_F = RNA_F
myjckt.leginputs = leginputs
#The following is a passthrough variables
myjckt.legbot_stmphin = legbot_stmphin #Distance from bottom of leg to second joint along z; must be>0
myjckt.Xbrcinputs = Xbrcinputs
myjckt.Mbrcinputs = Mbrcinputs
myjckt.Hbrcinputs = Hbrcinputs
myjckt.TPlumpinputs = TPlumpinputs
myjckt.PrebuildTP = True ###----USER INPUT----###
myjckt.PreBuildTPLvl = 5 ###----USER INPUT----###
myjckt.TPinputs = TPinputs
myjckt.Pileinputs = Pileinputs
myjckt.Twrinputs = Twrinputs
myjckt.FrameAuxIns = FrameAuxIns
return myjckt
def main(): #\
"""Function to Instantiate a JacketSE Assembly: \n
INPUTS \n
All hardwired, so edit the quantities below all the way to the line "#________________ DO NOT MODIFY THE FOLLOWING ________________#" \n
-See JacketOpt_PyOPT for more information. \n
OUTPUTS \n
myjckt -jacket assembly instance \n\n
Optimization parameters: \n\n
f0 -float, target frequency [Hz]
f0epsilon -float, f0*(1+f0epsilon) will not be exceeded \n
jcktDTRmin -Float, minimum jacket member DTR allowed, mostly for 60+waterdepths. \n
mxftprint -Float, max allowed foot print [m]
guesses -Float(n), guesses for all design variables check out DesVar class. \n
bounds -Float(n,2), bounds for all design variables check out DesVar class. \n\n
SAMPLE CALLS: \n
1.OPTIMIZATION: python JacketOpt_ExtCobyla.py C:\RRD\PYTHON\WISDEM\JacketSE\src\jacketse\MyJacketInputs.py \n
2.OPTIMIZATION: python JacketOpt_PyOPT.py C:\RRD\PYTHON\WISDEM\JacketSE\src\jacketse\MyJacketInputs.py True \n
3.BUILD JACKET: python >>> myjacket=C:\RRD\PYTHON\WISDEM\JacketSE\src\jacketse\MyJacketInputs.py \n
"""
#Set inputs ###----ALL USER INPUT----###
Jcktins = JcktGeoInputs()
Jcktins.nlegs = 4
Jcktins.nbays = 4
Jcktins.batter = 30.5495 #=(-43.127+24.614)/(5.939-5.333)
#Jcktins.dck_botz =15.651
Jcktins.dck_botz = 16.15 #CJBe
Jcktins.dck_width = 8. + 1.2
Jcktins.weld2D = 0.
Jcktins.VPFlag = True #vertical pile T/F; to enable piles in frame3DD set pileinputs.ndiv>0
Jcktins.clamped = True #whether or not the bottom of the structure is rigidly connected. Use False when equivalent spring constants are being used.
Jcktins.AFflag = False #whether or not to use apparent fixity piles
Jcktins.PreBuildTPLvl = 0 #if >0, the TP is prebuilt according to rules per PreBuildTP
#______________________________________________#
#Soil inputs
Soilinputs = SoilGeoInputs()
Soilinputs.zbots = -np.array([3., 5., 7., 15., 30., 50.])
Soilinputs.gammas = np.array(
[10000., 10000., 10000., 10000., 10000., 10000.])
Soilinputs.cus = np.array([60000., 60000., 60000., 60000., 60000., 60000.])
Soilinputs.phis = np.array(
[26., 26., 26., 26., 26., 26]
) #np.array([36.,33.,26.,37.,35.,37.5])#np.array([36.,33.,26.,37.,35.,37.5])
Soilinputs.delta = 25.
Soilinputs.sndflg = True
Soilinputs.PenderSwtch = False #True
Soilinputs.SoilSF = 1.
#______________________________________________#
#Water and wind inputs
Waterinputs = WaterInputs()
Waterinputs.wdepth = 50.
Waterinputs.wlevel = 50. #Distance from bottom of structure to surface THIS, I believe is no longer needed as piles may be negative in z, to check and remove in case
Waterinputs.T = 12. #Wave Period
Waterinputs.HW = 10. #Wave Height
Waterinputs.Cd = 3. #Drag Coefficient, enhanced to account for marine growth and other members not calculated
Waterinputs.Cm = 8. #2. #ADded mass Coefficient
Windinputs = WindInputs()
Windinputs.HH = 88.15 + 2.4 #CHECK HOW THIS COMPLIES....
Windinputs.U50HH = 30. #assumed gust speed
Windinputs.Cdj = 4. #Drag Coefficient for jacket members, enhanced to account for TP drag not calculated otherwise
Windinputs.Cdt = 2 #Drag Coefficient for tower, enhanced to account for TP drag not calculated otherwise
#______________________________________________#
#Pile data
Pilematin = MatInputs()
Pilematin.matname = np.array(['steel'
]) #CJB Changed this from RC into steel
Pilematin.E = np.array([2.1e11])
Pilematin.G = np.array([8.07690e+10])
Pilematin.rho = np.array(
[3339.12]
) * 34274.82 / 36876. #From Test04.txt in SD, to check with official FAST certtest
Pileinputs = PileGeoInputs()
Pileinputs.Pilematins = Pilematin
Pileinputs.ndiv = 0 #CJB Change this from 1 to 0 #3 ###----USER INPUT----###
Pileinputs.Dpile = 2.082
Pileinputs.tpile = 0.491
Pileinputs.Lp = 0. #[m] Embedment length
#______________________________________________#
#Legs data
legmatin = MatInputs()
legmatin.matname = (['steel'])
legmatin.rho = np.array([7850.])
Dleg = np.asarray([1.2]).repeat(Jcktins.nbays +
1) #e.g., np.array([2.0,1.8,1.6,1.6,1.6])
tleg = np.asarray([0.05, 0.05, 0.035, 0.035, 0.035])
leginputs = LegGeoInputs()
leginputs.legZbot = 4.5 ###----USER INPUT----###
leginputs.ndiv = 1 ###----USER INPUT----###
leginputs.legmatins = legmatin
leginputs.Dleg = Dleg
leginputs.tleg = tleg
#The following is a passthrough variables
legbot_stmphin = (
45.5 - 43.127
) #=2.373 Distance from bottom of leg to second joint along z; must be>0
#______________________________________________#
#Xbrc data
Xbrcmatin = MatInputs()
Xbrcmatin.matname = np.array(['steel']).repeat(Jcktins.nbays)
Xbrcmatin.rho = np.array([7850.])
Dbrc = np.asarray([0.8]).repeat(Jcktins.nbays)
tbrc = np.asarray([0.02]).repeat(Jcktins.nbays)
Xbrcinputs = XBrcGeoInputs()
Xbrcinputs.Dbrc = Dbrc
Xbrcinputs.tbrc = tbrc
Xbrcinputs.ndiv = 1 ###----USER INPUT----###
Xbrcinputs.Xbrcmatins = Xbrcmatin
Xbrcinputs.precalc = False #This can be set to true if we want Xbraces to be precalculated in D and t, in which case the above set Dbrc and tbrc would be overwritten
#______________________________________________#
#Mbrc data
Mbrcmatin = MatInputs()
Mbrcmatin.matname = np.array(['steel'])
Mbrcmatin.rho = np.array([7850.])
Mbrcinputs = MudBrcGeoInputs()
Mbrcinputs.Dbrc_mud = 0.8 ###----USER INPUT----###
Mbrcinputs.tbrc_mud = 0.02
Mbrcinputs.ndiv = 2 ###----USER INPUT----###
Mbrcinputs.Mbrcmatins = Mbrcmatin
Mbrcinputs.precalc = False #This can be set to true if we want Mudbrace to be precalculated in D and t, in which case the above set Dbrc_mud and tbrc_mud would be overwritten
#______________________________________________#
#Hbrc data
Hbrcmatin = MatInputs()
Hbrcmatin.matname = np.array(['steel'])
Hbrcmatin.rho = np.array([7850.])
Dbrc_hbrc = 1.1 ###----USER INPUT----###
Hbrcinputs = HBrcGeoInputs()
Hbrcinputs.Dbrch = Dbrc_hbrc ###----USER INPUT----###
Hbrcinputs.ndiv = 0
Hbrcinputs.Hbrcmatins = Hbrcmatin
Hbrcinputs.precalc = True #This can be set to true if we want Hbrace to be set=Xbrace top D and t, in which case the above set Dbrch and tbrch would be overwritten
#______________________________________________#
#TP data
#Note PrebuildTPLvl is set in JacketIns ###----USER INPUT----###
#TP lumped mass data
TPlumpinputs = TPlumpMass() ###----ALL USER INPUT----###
TPlumpinputs.mass = 666.e3 #-98385.33+( 7850.*4*np.pi/4.*(1.2**2-(1.2-2.*0.04)**2)*4) #[kg] TO MODIFY AFTER WE ASSESS OVERALL TP MASS, to be reduced for the steel weight
TPlumpinputs.CMoff = np.array([
0., 0., 2.
]) #CG of concrete block is 2 m above intersection of diagonal braces
TPlumpinputs.I = 1. / 12 * TPlumpinputs.mass * np.array(
[8.**2 + 4.**2, 8.**2 + 4.**2, 8.**2 + 8.**2, 0., 0., 0.])
TPstrtmatin = MatInputs()
TPstmpsmatin = MatInputs()
TPgirdmatin = MatInputs()
TPbrcmatin = MatInputs()
TPstemmatin = MatInputs()
TPstmpsmatin.matname = np.array(['steel'])
TPstmpsmatin.rho = np.array([7850.])
TPstrtmatin.matname = np.array(['steel'])
TPstrtmatin.rho = np.array([1350.])
TPbrcmatin.matname = np.array(['steel'])
TPbrcmatin.rho = np.array(
[1350.]
) #np.array([7850.]) tpstrucmass=np.pi/4*(1.2**2-(1.2-2*0.04)**2)*7850*4*4 7850.*tpstrucmass/myjckt.TP.TPouts.mass=1462.185
TPgirdmatin.matname = np.array(['steel'])
TPgirdmatin.rho = np.array([1350.])
TPstemmatin.matname = np.array(['steel'
]).repeat(2) ###----ALL USER INPUT----###
TPstemmatin.rho = np.array([1350.])
TPinputs = TPGeoInputs()
TPinputs.TPstrtmatins = TPstrtmatin
TPinputs.TPbrcmatins = TPbrcmatin
TPinputs.TPstemmatins = TPstemmatin
TPinputs.TPstmpmatins = TPstmpsmatin
TPinputs.TPgirdmatins = TPgirdmatin
#Set TP dimensions as leg and brace dimensions
TPinputs.Dstrut = 1.2 ###----ALL USER INPUT----###
TPinputs.tstrut = 0.04
TPinputs.Dgir = TPinputs.Dstrut
TPinputs.tgir = TPinputs.tstrut
TPinputs.Dbrc = TPinputs.Dstrut
TPinputs.tbrc = TPinputs.tstrut
###----ALL USER INPUT----###
TPinputs.hstump = 0.499 #(16.15-15.651)
TPinputs.Dstump = 1.2
TPinputs.tstump = 0.04
TPinputs.stumpndiv = 1
TPinputs.brcndiv = 1
TPinputs.girndiv = 1
TPinputs.strutndiv = 1
TPinputs.stemndiv = 1
TPinputs.nstems = 3
TPinputs.Dstem = np.array([5.6]).repeat(TPinputs.nstems)
TPinputs.tstem = np.array([0.032, 0.032, 0.032])
TPinputs.hstem = np.array([(4.) / TPinputs.nstems]).repeat(TPinputs.nstems)
#______________________________________________#
#Tower data
Twrmatin = MatInputs()
Twrmatin.matname = np.array(['steel'])
Twrmatin.rho = np.array([7850.])
Twrinputs = TwrGeoInputs()
Twrinputs.Twrmatins = Twrmatin
#Twrinputs.Htwr=88.15 #Trumped by HH
Twrinputs.Htwr2frac = 1. / 88.15 #fraction of tower height with constant x-section
Twrinputs.ndiv = np.array([
1, 1
]) #ndiv for uniform and tapered section ###----USER INPUT----###
Twrinputs.DeltaZmax = 5. #[m], maximum FE element length allowed in the tower members (i.e. the uniform and the tapered members)
Twrinputs.Db = 5.6
Twrinputs.DTRb = Twrinputs.Db / 0.032
Twrinputs.Dt = 4.
Twrinputs.DTRt = Twrinputs.Dt / 0.03
#Set whether or not DTRb and DTRt for the tower are the same. Note if next set to False it will trump DTRt setting above
Twrinputs.DTRsdiff = True ##SET THIS TO TRUE IF YOU WANT DTRs to be different between base and top
#If you use the following 12 lines, The geometry defined above is ignored
ztwr = np.array([
20.15, 21.15, 32.15, 42.15, 54.15, 64.15, 74.15, 83.15, 88.15
]) - 20.15
Dtwr = np.array([5.6, 5.577, 5.318, 5.082, 4.8, 4.565, 4.329, 4.118, 4])
ttwr = np.array(
[0.032, 0.032, 0.03, 0.028, 0.024, 0.022, 0.02, 0.03, 0.03])
pmtwr = np.array(
[np.array([20.15, 54.15, 88.15]) - 20.15,
[1.9e3, 1.4e3, 1.0e3]]).T #(3,2) first col z's, second weights
#Interpolate data to refine tower discretization
dz = 1. #[m] maximum deltaz allowed in discretization
ztwr2 = np.linspace(ztwr[0], ztwr[-1], round(
(ztwr[-1] - ztwr[0]) / dz)) #New discretization
Dtwr_interp = interp1d(ztwr, Dtwr)
ttwr_interp = interp1d(ztwr, ttwr)
Twrinputs.ztwr = ztwr2
Twrinputs.Dtwr = Dtwr_interp(ztwr2)
Twrinputs.ttwr = ttwr_interp(ztwr2)
Twrinputs.TwrlumpedMass = np.zeros([pmtwr.shape[0], 11])
Twrinputs.TwrlumpedMass[:, 0:2] = pmtwr
TwrRigidTop = False #False=Account for RNA via math rather than a physical rigidmember
#______________________________________________#
#RNA data
RNAins = RNAprops()
RNAins.mass = 350.e3 #[kg]
RNAins.I[0] = 86.579E+6 #[kg m2]
RNAins.I[1] = 53.530E+6 #[kg m2]
RNAins.I[2] = 58.112E+6 #[kg m2]
RNAins.CMoff[2] = 2.34 #[m]
RNAins.Thoff[2] = 2.4 #[m]
RNAins.yawangle = 45. #angle with respect to global X, CCW looking from above, wind from left
RNAins.rna_weightM = True
#______________________________________________#
#RNA loads Fx-z, Mxx-zz
RNA_F = np.array(
[1000.e3, 0., 0., 0., 0., 0.]
) #unfactored thrust, though accounting for gust and dynamic effects (no IEC PSF though)
#______________________________________________#
# Frame3DD parameters ###----ALL USER INPUT----###
FrameAuxIns = Frame3DDaux()
FrameAuxIns.sh_fg = 1 #shear flag-->Timoshenko
FrameAuxIns.deltaz = 5.
FrameAuxIns.geo_fg = 0
FrameAuxIns.nModes = 6 # number of desired dynamic modes of vibration
FrameAuxIns.Mmethod = 1 # 1: subspace Jacobi 2: Stodola
FrameAuxIns.lump = 0 # 0: consistent mass ... 1: lumped mass matrix
FrameAuxIns.tol = 1e-9 # mode shape tolerance
FrameAuxIns.shift = 0.0 # shift value ... for unrestrained structures
FrameAuxIns.gvector = np.array([0., 0., -9.8065]) #GRAVITY
#Decide whether or not to consider DLC 6.1 as well
twodlcs = False
#______________________________________________#
#______________________________________________#
# OTHER AUXILIARY CONSTRAINTS AND TARGETS FOR OPTIMIZATION #
#______________________________________________#
#______________________________________________#
#Set Optimization Bounds and guesses for the various variables:
# x= [ batter, Dpile, tpile, Lp, Dleg, tleg, Dbrc, tbrc, Dbrc_mud, tbrc_mud, Dgit, tgir, Db, DTRb Dt, DTRt Htwr2fac dck_widthfact]
MnCnst = np.array([
8., 1., 1. * 0.0254, 20., 1., 1. * 0.0254, 1., 1. * 0.0254, 1.,
1. * 0.0254, 1., 1. * 0.0254, 5., 120., 3., 120., 0.05, 2.
])
MxCnst = np.array([
15., 2.5, 5. * 0.0254, 50., 2.5, 5. * 0.0254, 2., 5. * 0.0254, 2.,
5. * 0.0254, 2., 5. * 0.0254, 7., 200., 4., 200., 0.25, 3.
])
guesses = np.array([
10., 1.5, 1.5 * 0.0254, 26., 1.8, 1.5 * 0.0254, 1.2, 1.5 * 0.0254, 1.2,
1.5 * 0.0254, 1.2, 1.5 * 0.0254, 6., 140., 3.5, 150., 0.2, 2.
])
#SET Maximum Footprint [m]
mxftprint = 30.
#Set target frequency [Hz] and f0epsilon, i.e. fmax=(1+f0eps)*f0
f0 = 0.22
f0epsilon = 0.1
#Set the minminimum DTR allowed for jacket members; mostly for 60+waterdepths
jcktDTRmin = 22.
#_____________________________________________________________#
#________________ DO NOT MODIFY THE FOLLOWING ________________#
#_____________________________________________________________#
bounds = np.vstack((MnCnst, MxCnst))
desvarmeans = np.mean(bounds, 1)
# Now Launch the assembly and pass all of the inputs
#myjckt=set_as_top(JacketSE(Jcktins.clamped,Jcktins.AFflag,twodlcs=twodlcs, wlevel_Ulist=29))#CJB and JQ
myjckt = set_as_top(
JacketSE(Jcktins.clamped, Jcktins.AFflag, twodlcs=twodlcs))
#pySubDyn Parameters CJB+
#SDpySubDynA = pySubDynA()
#INPUTS TO RUN SUBDYN-------------------------------------------------------
#(PATH INFORMATION FOR INPUT FILE AND DRIVER)
Base_name = "OC4_pySubDyn" #Input name here
#INPUT FILE PATH
myjckt.InputFile_name = str(Base_name) + ".txt"
#myjckt.SDpySubDynA.InputFile_name=str(Base_name)+".txt"
myjckt.InputandDriverpath = "C:\wisdem\plugins\JacketSE\src\jacketse\SubDyn\CertTest"
myjckt.InputFile_path = myjckt.InputandDriverpath + os.sep + str(
myjckt.InputFile_name)
#DRIVER PATH
myjckt.Driver_name = str(Base_name) + "D" + ".txt"
myjckt.Driver_path = myjckt.InputandDriverpath + os.sep + str(
myjckt.Driver_name)
myjckt.Driver_path = myjckt.InputandDriverpath + os.sep + str(
myjckt.Driver_name)
#PATH TO RUN SUBDYN
SDEXEpath = "C:\wisdem\plugins\JacketSE\src\jacketse\SubDyn" + os.sep + "bin\SubDyn_Win32.exe"
myjckt.SDpath = str(SDEXEpath) + ' ' + str(myjckt.Driver_path)
#test.SDpath='r'+"'''"+test.SDEXEpath+' '+test.SDDriverpath+"'''"
#PATH TO READ OUTPUT (INPUTS TO READ OUTPUT)
myjckt.Readpath_out = str(
myjckt.InputandDriverpath) + os.sep + str(Base_name) + ".SD.out"
myjckt.Readpath_sum = str(
myjckt.InputandDriverpath) + os.sep + str(Base_name) + ".SD.sum"
myjckt.Delete_file = False #Deletes driver, input, and output files. Does not delete Echo file.
#INPUT FILE INPUTS----------------------------------------------------------
#Simulation Control
myjckt.Echo = np.array(
[False, "Echo", "- Echo input data to "
"<rootname>.SD.ech"
" (flag)"])
myjckt.SDdeltaT = np.array([
"DEFAULT", "SDdeltaT", "- Local Integration Step. If "
"default"
", the glue-code integration step will be used."
])
myjckt.IntMethod = np.array(
[4, "IntMethod", "- Integration Method [1/2/3/4 = RK4/AB4/ABM4/AM2]."])
myjckt.SttcSolve = np.array([
False, "SttcSolve", "- Solve dynamics about static equilibrium point"
])
#FEA and CRAIG-BAMPTON PARAMETERS
myjckt.FEMmod = np.array([
3,
"- FEM switch: element model in the FEM. [1= Euler-Bernoulli(E-B); 2=Tapered E-B (unavailable); 3= 2-node Timoshenko; 4= 2-node tapered Timoshenko (unavailable)]"
])
myjckt.NDiv = np.array(
[1, "NDiv", "- Number of sub-elements per member"]
) #CJB "HARDWIRED" INTO PYSUBDYN AS 1 TO ALLOW JACKETSE'S NODES TO BE USED AS SUBDYN'S JOINTS
myjckt.CBMod = np.array([
False,
"- [T/F] If True perform C-B reduction, else full FEM dofs will be retained. If True, select Nmodes to retain in C-B reduced system."
])
myjckt.Nmodes = np.array([
75,
"- Number of internal modes to retain (ignored if CBMod=False). If Nmodes=0 --> Guyan Reduction."
])
myjckt.JDampings = np.array([
2, "JDampings",
"- Damping Ratios for each retained mode (% of critical) If Nmodes>0, list Nmodes structural damping ratios for each retained mode (% of critical), or a single damping ratio to be applied to all retained modes. (last entered value will be used for all remaining modes)."
])
#Structure Joints
myjckt.SDjointsHeader = np.array([[
'JointID', 'JointXss', 'JointYss', 'JointZss',
'[Coordinates of Member joints in SS-Coordinate System]'
], ['(-)', '(m)', '(m)', '(m)']])
#Base Reaction Joints
myjckt.BaseRxnJointsHeader = np.array([[
'RJointID', 'RctTDXss', 'RctTDYss', 'RctTDZss', 'RctRDXss', 'RctRDYss',
'RctRDZss', '[Global Coordinate System]'
], ['(-)', ('flag'), ('flag'), ('flag'), ('flag'), ('flag'), ('flag')]])
#Interface Joints
myjckt.InterfaceRxnJointsHeader = np.array([[
'IJointID', 'ItfTDXss', 'ItfTDYss', 'ItfTDZss', 'ItfRDXss', 'ItfRDYss',
'ItfRDZss', '[Global Coordinate System]'
], ['(-)', ('flag'), ('flag'), ('flag'), ('flag'), ('flag'), ('flag')]])
#Members
myjckt.MembersHeader = np.array([[
'MemberID', 'MJointID1', 'MJointID2', 'MPropSetID1', 'MPropSetID2',
'COSMID'
], ['(-)', '(-)', '(-)', '(-)', '(-)', '(-)']])
#MEMBER X-SECTION PROPERTY data 1/2
myjckt.NPropSets = np.array([
6, 'NPropSets',
'- # of structurally unique x-sections (i.e. # of X-sectional props utilized throughout all of the members)'
])
myjckt.PropSet1Header = np.array(
[['PropSetID', 'YoungE', 'ShearG', 'MatDens', 'XsecD', 'XsecT'],
['(-)', '(N/m2)', '(N/m2)', '(kg/m3)', '(m)', '(m)']])
#MEMBER X-SECTION PROPERTY data 2/2
myjckt.PropSet2 = np.array([])
myjckt.PropSet2Header = np.array([[
"PropSetID", "YoungE", "ShearG", "MatDens", "XsecA", "XsecAsx",
"XsecAsy", "XsecJxx", "XsecJyy", "XsecJ0"
],
[
"(-)", "(N/m2)", "(N/m2)", "(kg/m3)",
"(m2)", "(m2)", "(m2)", "(m4)",
"(m4)", "(m4)"
]])
#MEMBER COSINE MATRICES COSM(i,j)
myjckt.COSMHeader = np.array([[
"COSMID", "COSM11", "COSMID12", "COSMID13", "COSMID21", "COSMID22",
"COSMID23", "COSMID31", "COSMID32", "COSMID33"
], ["(-)", "(-)", "(-)", "(-)", "(-)", "(-)", "(-)", "(-)", "(-)", "(-)"]])
myjckt.COSMs = np.array([])
#JOINT ADDITIONAL CONCENTRATED MASSES
myjckt.CmassHeader = np.array(
[["CMJointID", "JMass", "JMXX", "JMYY", "JMZZ"],
["(-)", "(kg)", "(kg*m^2)", "(kg*m^2)", "(kg*m^2)"]])
myjckt.Cmass = np.array([])
#OUTPUT: SUMMARY & OUTFILE
myjckt.SSSum = np.array([
True, "SSSum",
"- Output a Summary File (flag).It contains: matrices K,M and C-B reduced M_BB, M-BM, K_BB, K_MM(OMG^2), PHI_R, PHI_L. It can also contain COSMs if requested."
])
myjckt.OutCOSM = np.array([
True, "OutCOSM",
"- Output cosine matrices with the selected output member forces (flag)"
])
myjckt.OutAll = np.array(
[True, "OutAll", "- [T/F] Output all members' end forces "])
myjckt.OutSwtch = np.array([
1, "OutSwtch",
"- [1/2/3] Output requested channels to: 1=<rootname>.SD.out; 2=<rootname>.out (generated by FAST); 3=both files."
])
myjckt.TabDelim = np.array([
True, "TabDelim",
"- Generate a tab-delimited output in the <rootname>.SD.out file"
])
myjckt.OutDec = np.array(
[1, "OutDec", "- Decimation of output in the <rootname>.SD.out file"])
myjckt.OutFmt = np.array([
"Es11.4e2", "OutFmt",
"- Output format for numerical results in the <rootname>.SD.out file"
])
myjckt.OutSFmt = np.array([
"A11", "OutFmt",
"- Output format for header strings in the <rootname>.SD.out file"
])
#MEMBER OUTPUT LIST
myjckt.MemOutListHeader=np.array([['MemberID','NoutCnt','NodeCnt','[NOutCnt=how many nodes to get output for [< 10]; NodeCnt are local ordinal numbers from the start of the member, and must be >=1 and <= NDiv+1] If NMOutputs=0 leave blank as well.]'],\
['(-)','(-)','(-)']])
#SSOutline
myjckt.SSOutlist=np.array([["ReactFXss, ReactFYss, ReactFZss, ReactMXss, ReactMYss, ReactMZss",'-Base reactions (forces onto SS structure)'],\
["IntfFXss, IntfFYss, IntfFZss, IntfMXss, IntfMYss, IntfMZss",'-Interface reactions (forces from SS structure)'],\
["IntfTDXss, IntfTDYss, IntfTDZss, IntfRDXss, IntfRDYss, IntfRDZss",'-Interface deflections '],\
["IntfTAXss, IntfTAYss, IntfTAZss, IntfRAXss, IntfRAYss, IntfRAZss",'Interface accelerations']])
myjckt.SDjoints=np.array([[1, -5.93900, -5.93900, -43.12700],\
[2, 5.93900, -5.93900, -43.12700],\
[3, 5.93900, 5.93900, -43.12700],\
[4, -5.93900, 5.93900, -43.12700],\
[5, -4.01600, -4.01600, 15.65100],\
[6, 4.01600, -4.01600, 15.65100],\
[7, 4.01600, 4.01600, 15.65100],\
[8, -4.01600, 4.01600, 15.65100],\
[9, 0.00000, -4.79180, -8.06090],\
[10, 4.79180, 0.00000, -8.06090],\
[11, 0.00000, 4.79180, -8.06090],\
[12, -4.79180, 0.00000, -8.06090]])
myjckt.BaseRxnJoints=np.array([[1,1,1,1,1,1,1],\
[2,1,1,1,1,1,1],\
[3,1,1,1,1,1,1],\
[4,1,1,1,1,1,1]])
myjckt.InterfaceJointsFlags=np.array([[5,1,1,1,1,1,1],\
[6,1,1,1,1,1,1],\
[7,1,1,1,1,1,1],\
[8,1,1,1,1,1,1]])
myjckt.Members=np.array([[1, 1, 5, 2, 2],\
[2, 2, 6, 2, 2],\
[3, 3, 7, 2, 2],\
[4, 4, 8, 2, 2],\
[5, 1, 9, 3, 3],\
[6, 9, 6, 3, 3],\
[7, 5, 9, 3, 3],\
[8, 9, 2, 3, 3],\
[9, 2, 10, 3, 3],\
[10, 10, 7, 3, 3],\
[11, 6, 10, 3, 3],\
[12, 10, 3, 3, 3],\
[13, 3, 11, 3, 3],\
[14, 11, 8, 3, 3],\
[15, 7, 11, 3, 3],\
[16, 11, 4, 3, 3],\
[17, 4, 12, 3, 3],\
[18, 12, 5, 3, 3],\
[19, 8, 12, 3, 3],\
[20, 12, 1, 3, 3],\
[21, 5, 6, 3, 3],\
[22, 6, 7, 3, 3],\
[23, 7, 8, 3, 3],\
[24, 8, 5, 3, 3]])
myjckt.MemOutList = np.array([[1, 2, 1, 2]])
#DRIVER INPUTS--------------------------------------------------------------
myjckt.EchoD = np.array(
[True, "Echo", "- Echo the input file data (flag)"])
#Environmental Conditions
myjckt.Gravity = np.array([9.81, "Gravity", "- Gravity (m/s^2)"])
myjckt.WtrDpth = np.array(
[43.127, "WtrDpth", "- Water Depth (m) positive value"])
#SubDyn
myjckt.SDInputFile = np.array([myjckt.InputFile_path, "SDInputFile"])
myjckt.OutRootName = np.array([
str(myjckt.InputandDriverpath) + os.sep + str(Base_name), "OutRootName"
])
myjckt.NSteps = np.array(
[600, "NSteps", "- Number of time steps in the simulations (-)"])
myjckt.TimeInterval = np.array(
[0.005, "TimeInterval", "- TimeInterval for the simulation (sec)"])
myjckt.TP_RefPoint = np.array([
0.0, 0.0, 18.15, "TP_RefPoint",
"- Location of the TP reference point in global coordinates (m)"
])
myjckt.SubRotateZ = np.array([
0.0, "SubRotateZ",
"- Rotation angle of the structure geometry in degrees about the global Z axis."
])
#INPUTS
myjckt.InputsMod = np.array([
1, "InputsMod",
"- Inputs model {0: all inputs are zero for every timestep, 1: steadystate inputs, 2: read inputs from a file (InputsFile)} (switch)"
])
myjckt.InputsFile = np.array(
['""', "InputsFile", "- Name of the inputs file if InputsMod = 2"])
#STEADY INPUTS
myjckt.uTPInSteady = np.array([
0.1, 0.0, 0.0, 0.0, 0.0, 0.0, "uTPInSteady",
"- input displacements and rotations ( m, rads )"
])
myjckt.uDotTPInSteady = np.array([
0.0, 0.0, 0.0, 0.0, 0.0, 0.0, "uDotTPInSteady",
"- input translational and rotational velocities ( m/s, rads/s)"
])
myjckt.uDotDotTPInSteady = np.array([
0.0, 0.0, 0.0, 0.0, 0.0, 0.0, "uDotDotTPInSteady",
"- input translational and rotational accelerations ( m/s^2, rads/s^2)"
])
#myjckt.SDpySubDynA.run()
myjckt.JcktGeoIn = Jcktins
myjckt.Soilinputs = Soilinputs
myjckt.Waterinputs = Waterinputs
myjckt.Windinputs = Windinputs
myjckt.Pileinputs = Pileinputs
myjckt.leginputs = leginputs
myjckt.legbot_stmphin = legbot_stmphin #Distance from bottom of leg to second joint along z; must be>0
myjckt.Xbrcinputs = Xbrcinputs
myjckt.Mbrcinputs = Mbrcinputs
myjckt.Hbrcinputs = Hbrcinputs
myjckt.TPlumpinputs = TPlumpinputs
myjckt.TPinputs = TPinputs
myjckt.Twrinputs = Twrinputs
myjckt.TwrRigidTop = TwrRigidTop #Account for RNA via math rather than a physical rigidmember
myjckt.RNAinputs = RNAins
myjckt.RNA_F = RNA_F
myjckt.FrameAuxIns = FrameAuxIns
return myjckt, f0, f0epsilon, jcktDTRmin, mxftprint, guesses, bounds.T
def main(): #\
"""Function to Instantiate a JacketSE Assembly: \n
INPUTS \n
All hardwired, so edit the quantities below all the way to the line "#________________ DO NOT MODIFY THE FOLLOWING ________________#" \n
-See JacketOpt_PyOPT for more information. \n
OUTPUTS \n
myjckt -jacket assembly instance \n\n
Optimization parameters: \n\n
f0 -float, target frequency [Hz]
f0epsilon -float, f0*(1+f0epsilon) will not be exceeded \n
DTRsdiff -Boolean, Set this to True if DTRs are to be different between base and top. \n
jcktDTRmin -Float, minimum jacket member DTR allowed, mostly for 60+waterdepths. \n
mxftprint -Float, max allowed foot print [m]
guesses -Float(n), guesses for all design variables check out DesVar class. \n
bounds -Float(n,2), bounds for all design variables check out DesVar class. \n\n
SAMPLE CALLS: \n
1.OPTIMIZATION: python JacketOpt_ExtCobyla.py C:\RRD\PYTHON\WISDEM\JacketSE\src\jacketse\MyJacketInputs.py \n
2.OPTIMIZATION: python JacketOpt_PyOPT.py C:\RRD\PYTHON\WISDEM\JacketSE\src\jacketse\MyJacketInputs.py True \n
3.BUILD JACKET: python >>> myjacket=C:\RRD\PYTHON\WISDEM\JacketSE\src\jacketse\MyJacketInputs.py \n
"""
#Set inputs ###----ALL USER INPUT----###
Jcktins=JcktGeoInputs()
Jcktins.nlegs =4
Jcktins.nbays =4
Jcktins.batter=30.5495 #=(-43.127+24.614)/(5.939-5.333)
Jcktins.dck_botz =15.651
Jcktins.dck_width= 8.+1.2
Jcktins.weld2D = 0.
Jcktins.VPFlag = True #vertical pile T/F; to enable piles in frame3DD set pileinputs.ndiv>0
Jcktins.clamped= True #whether or not the bottom of the structure is rigidly connected. Use False when equivalent spring constants are being used.
Jcktins.AFflag = False #whether or not to use apparent fixity piles
Jcktins.PreBuildTPLvl = 0 #if >0, the TP is prebuilt according to rules per PreBuildTP
#______________________________________________#
#Soil inputs
Soilinputs=SoilGeoInputs()
Soilinputs.zbots =-np.array([3.,5.,7.,15.,30.,50.])
Soilinputs.gammas =np.array([10000.,10000.,10000.,10000.,10000.,10000.])
Soilinputs.cus =np.array([60000.,60000.,60000.,60000.,60000.,60000.])
Soilinputs.phis =np.array([26.,26.,26.,26.,26.,26])#np.array([36.,33.,26.,37.,35.,37.5])#np.array([36.,33.,26.,37.,35.,37.5])
Soilinputs.delta =25.
Soilinputs.sndflg =True
Soilinputs.PenderSwtch =False #True
Soilinputs.SoilSF =1.
#______________________________________________#
#Water and wind inputs
Waterinputs=WaterInputs()
Waterinputs.wdepth =50.
Waterinputs.wlevel =50. #Distance from bottom of structure to surface THIS, I believe is no longer needed as piles may be negative in z, to check and remove in case
Waterinputs.T=12. #Wave Period
Waterinputs.HW=10. #Wave Height
Waterinputs.Cd=3. #Drag Coefficient, enhanced to account for marine growth and other members not calculated
Waterinputs.Cm=8.#2. #ADded mass Coefficient
Windinputs=WindInputs()
Windinputs.HH=88.15+2.4 #CHECK HOW THIS COMPLIES....
Windinputs.U50HH=30. #assumed gust speed
Windinputs.Cdj=4. #Drag Coefficient for jacket members, enhanced to account for TP drag not calculated otherwise
Windinputs.Cdt=2 #Drag Coefficient for tower, enhanced to account for TP drag not calculated otherwise
#______________________________________________#
#Pile data
Pilematin=MatInputs()
Pilematin.matname=np.array(['RC'])
Pilematin.E=np.array([ 2.1e11])
Pilematin.G=np.array([8.07690e+10])
Pilematin.rho=np.array([3339.12]) *34274.82/36876. #From Test04.txt in SD, to check with official FAST certtest
Pileinputs=PileGeoInputs()
Pileinputs.Pilematins=Pilematin
Pileinputs.ndiv=1 #3 ###----USER INPUT----###
Pileinputs.Dpile=2.082
Pileinputs.tpile=0.491
Pileinputs.AFflag=False ###----USER INPUT----###
Pileinputs.Lp=0. #[m] Embedment length
#______________________________________________#
#Legs data
legmatin=MatInputs()
legmatin.matname=(['steel'])
legmatin.rho=np.array([7850.])
Dleg=np.asarray([1.2]).repeat(Jcktins.nbays+1) #e.g., np.array([2.0,1.8,1.6,1.6,1.6])
tleg=np.asarray([0.05,0.05,0.035,0.035,0.035])
leginputs=LegGeoInputs()
leginputs.legZbot = 4.5 ###----USER INPUT----###
leginputs.ndiv=1 ###----USER INPUT----###
leginputs.legmatins=legmatin
leginputs.Dleg=Dleg
leginputs.tleg=tleg
#The following is a passthrough variables
legbot_stmphin =(45.5-43.127) #=2.373 Distance from bottom of leg to second joint along z; must be>0
#______________________________________________#
#Xbrc data
Xbrcmatin=MatInputs()
Xbrcmatin.matname=np.array(['steel']).repeat(Jcktins.nbays)
Xbrcmatin.rho=np.array([7850.])
Dbrc=np.asarray([0.8]).repeat(Jcktins.nbays)
tbrc=np.asarray([0.02]).repeat(Jcktins.nbays)
Xbrcinputs=XBrcGeoInputs()
Xbrcinputs.Dbrc=Dbrc
Xbrcinputs.tbrc=tbrc
Xbrcinputs.ndiv=1 ###----USER INPUT----###
Xbrcinputs.Xbrcmatins=Xbrcmatin
Xbrcinputs.precalc=False #This can be set to true if we want Xbraces to be precalculated in D and t, in which case the above set Dbrc and tbrc would be overwritten
#______________________________________________#
#Mbrc data
Mbrcmatin=MatInputs()
Mbrcmatin.matname=np.array(['steel'])
Mbrcmatin.rho=np.array([7850.])
Mbrcinputs=MudBrcGeoInputs()
Mbrcinputs.Dbrc_mud=0.8 ###----USER INPUT----###
Mbrcinputs.tbrc_mud=0.02
Mbrcinputs.ndiv=2 ###----USER INPUT----###
Mbrcinputs.Mbrcmatins=Mbrcmatin
Mbrcinputs.precalc=False #This can be set to true if we want Mudbrace to be precalculated in D and t, in which case the above set Dbrc_mud and tbrc_mud would be overwritten
#______________________________________________#
#Hbrc data
Hbrcmatin=MatInputs()
Hbrcmatin.matname=np.array(['steel'])
Hbrcmatin.rho=np.array([7850.])
Dbrc_hbrc=1.1 ###----USER INPUT----###
Hbrcinputs=HBrcGeoInputs()
Hbrcinputs.Dbrch=Dbrc_hbrc ###----USER INPUT----###
Hbrcinputs.ndiv=0
Hbrcinputs.Hbrcmatins=Hbrcmatin
Hbrcinputs.precalc=True #This can be set to true if we want Hbrace to be set=Xbrace top D and t, in which case the above set Dbrch and tbrch would be overwritten
#______________________________________________#
#TP data
#Note PrebuildTPLvl is set in JacketIns ###----USER INPUT----###
#TP lumped mass data
TPlumpinputs=TPlumpMass() ###----ALL USER INPUT----###
TPlumpinputs.mass = 666.e3#-98385.33+( 7850.*4*np.pi/4.*(1.2**2-(1.2-2.*0.04)**2)*4) #[kg] TO MODIFY AFTER WE ASSESS OVERALL TP MASS, to be reduced for the steel weight
TPlumpinputs.CMoff= np.array([0.,0.,2.]) #CG of concrete block is 2 m above intersection of diagonal braces
TPlumpinputs.I = 1./12*TPlumpinputs.mass*np.array([8.**2+4.**2,8.**2+4.**2,8.**2+8.**2,0.,0.,0.])
TPstrtmatin=MatInputs()
TPstmpsmatin=MatInputs()
TPgirdmatin=MatInputs()
TPbrcmatin=MatInputs()
TPstemmatin=MatInputs()
TPstmpsmatin.matname=np.array(['steel'])
TPstmpsmatin.rho=np.array([7850.])
TPstrtmatin.matname=np.array(['steel'])
TPstrtmatin.rho=np.array([1350.])
TPbrcmatin.matname=np.array(['steel'])
TPbrcmatin.rho=np.array([1350.])#np.array([7850.]) tpstrucmass=np.pi/4*(1.2**2-(1.2-2*0.04)**2)*7850*4*4 7850.*tpstrucmass/myjckt.TP.TPouts.mass=1462.185
TPgirdmatin.matname=np.array(['steel'])
TPgirdmatin.rho=np.array([1350.])
TPstemmatin.matname=np.array(['steel']).repeat(2) ###----ALL USER INPUT----###
TPstemmatin.rho=np.array([1350.])
TPinputs=TPGeoInputs()
TPinputs.TPstrtmatins=TPstrtmatin
TPinputs.TPbrcmatins=TPbrcmatin
TPinputs.TPstemmatins=TPstemmatin
TPinputs.TPstmpmatins=TPstmpsmatin
TPinputs.TPgirdmatins=TPgirdmatin
#Set TP dimensions as leg and brace dimensions
TPinputs.Dstrut=1.2 ###----ALL USER INPUT----###
TPinputs.tstrut=0.04
TPinputs.Dgir=TPinputs.Dstrut
TPinputs.tgir=TPinputs.tstrut
TPinputs.Dbrc=TPinputs.Dstrut
TPinputs.tbrc=TPinputs.tstrut
###----ALL USER INPUT----###
TPinputs.hstump=0.499#(16.15-15.651)
TPinputs.Dstump=1.2
TPinputs.tstump=0.04
TPinputs.stumpndiv=1
TPinputs.brcndiv=1
TPinputs.girndiv=1
TPinputs.strutndiv=1
TPinputs.stemndiv=1
TPinputs.nstems=3
TPinputs.Dstem=np.array([5.6]).repeat(TPinputs.nstems)
TPinputs.tstem=np.array([0.032,0.032,0.032])
TPinputs.hstem=np.array([(4.)/TPinputs.nstems]).repeat(TPinputs.nstems)
#______________________________________________#
#Tower data
Twrmatin=MatInputs()
Twrmatin.matname=np.array(['steel'])
Twrmatin.rho=np.array([7850.])
Twrinputs=TwrGeoInputs()
Twrinputs.Twrmatins=Twrmatin
#Twrinputs.Htwr=88.15 #Trumped by HH
Twrinputs.Htwr2frac=1./88.15 #fraction of tower height with constant x-section
Twrinputs.ndiv=np.array([1,1]) #ndiv for uniform and tapered section ###----USER INPUT----###
Twrinputs.DeltaZmax= 5. #[m], maximum FE element length allowed in the tower members (i.e. the uniform and the tapered members)
Twrinputs.Db=5.6
Twrinputs.DTRb=Twrinputs.Db/0.032
Twrinputs.Dt=4.
Twrinputs.DTRt=Twrinputs.Dt/0.03
#If you use the following 12 lines, The geometry defined above is ignored
ztwr=np.array([20.15,21.15,32.15,42.15,54.15,64.15,74.15,83.15,88.15]) -20.15
Dtwr=np.array([5.6,5.577,5.318,5.082,4.8,4.565,4.329,4.118,4])
ttwr=np.array([0.032,0.032,0.03,0.028,0.024,0.022,0.02,0.03,0.03])
pmtwr=np.array([ np.array([20.15,54.15,88.15])-20.15,[1.9e3,1.4e3,1.0e3]]).T #(3,2) first col z's, second weights
#Interpolate data to refine tower discretization
dz=1. #[m] maximum deltaz allowed in discretization
ztwr2=np.linspace(ztwr[0],ztwr[-1],round((ztwr[-1]-ztwr[0])/dz)) #New discretization
Dtwr_interp=interp1d(ztwr,Dtwr)
ttwr_interp=interp1d(ztwr,ttwr)
Twrinputs.ztwr=ztwr2
Twrinputs.Dtwr=Dtwr_interp(ztwr2)
Twrinputs.ttwr=ttwr_interp(ztwr2)
Twrinputs.TwrlumpedMass=np.zeros([pmtwr.shape[0],11])
Twrinputs.TwrlumpedMass[:,0:2]=pmtwr
TwrRigidTop=False #False=Account for RNA via math rather than a physical rigidmember
#______________________________________________#
#RNA data
RNAins=RNAprops()
RNAins.mass=350.e3 #[kg]
RNAins.I[0]=86.579E+6 #[kg m2]
RNAins.I[1]=53.530E+6 #[kg m2]
RNAins.I[2]=58.112E+6 #[kg m2]
RNAins.CMoff[2]=2.34 #[m]
RNAins.Thoff[2]=2.4 #[m]
RNAins.yawangle=45. #angle with respect to global X, CCW looking from above, wind from left
RNAins.rna_weightM=True
#______________________________________________#
#RNA loads Fx-z, Mxx-zz
RNA_F=np.array([1000.e3,0.,0.,0.,0.,0.]) #unfactored thrust, though accounting for gust and dynamic effects (no IEC PSF though)
#______________________________________________#
# Frame3DD parameters ###----ALL USER INPUT----###
FrameAuxIns=Frame3DDaux()
FrameAuxIns.sh_fg=1 #shear flag-->Timoshenko
FrameAuxIns.deltaz=5.
FrameAuxIns.geo_fg=0
FrameAuxIns.nModes = 6 # number of desired dynamic modes of vibration
FrameAuxIns.Mmethod = 1 # 1: subspace Jacobi 2: Stodola
FrameAuxIns.lump = 0 # 0: consistent mass ... 1: lumped mass matrix
FrameAuxIns.tol = 1e-9 # mode shape tolerance
FrameAuxIns.shift = 0.0 # shift value ... for unrestrained structures
FrameAuxIns.gvector=np.array([0.,0.,-9.8065]) #GRAVITY
#______________________________________________#
#______________________________________________#
# OTHER AUXILIARY CONSTRAINTS AND TARGETS FOR OPTIMIZATION #
#______________________________________________#
#______________________________________________#
#Set Optimization Bounds and guesses for the various variables:
# x= [ batter, Dpile, tpile, Lp, Dleg, tleg, Dbrc, tbrc, Dbrc_mud, tbrc_mud, Dgit, tgir, Db, DTRb Dt, DTRt Htwr2fac dck_widthfact]
MnCnst = np.array([ 8., 1., 1.*0.0254, 20., 1., 1.*0.0254, 1., 1.*0.0254, 1., 1.*0.0254, 1., 1.*0.0254, 5., 120., 3., 120., 0.05, 2.])
MxCnst = np.array([ 15., 2.5, 5.*0.0254, 50., 2.5, 5.*0.0254, 2., 5.*0.0254, 2., 5.*0.0254, 2., 5.*0.0254, 7., 200., 4., 200., 0.25, 3.])
guesses= np.array([ 10., 1.5, 1.5*0.0254, 26., 1.8, 1.5*0.0254, 1.2, 1.5*0.0254, 1.2, 1.5*0.0254, 1.2, 1.5*0.0254, 6., 140., 3.5, 150., 0.2, 2.])
#SET Maximum Footprint [m]
mxftprint =30.
#Set target frequency [Hz] and f0epsilon, i.e. fmax=(1+f0eps)*f0
f0=0.22
f0epsilon=0.1
#Set whether or not DTRb and DTRt for the tower are teh same
DTRsdiff=True ##SET THIS TO TRUE IF YOU WANT DTRs to be different between base and top
#Set the minminimum DTR allowed for jacket members; mostly for 60+waterdepths
jcktDTRmin=22.
#_____________________________________________________________#
#________________ DO NOT MODIFY THE FOLLOWING ________________#
#_____________________________________________________________#
bounds=np.vstack((MnCnst,MxCnst))
desvarmeans=np.mean(bounds,1)
# Now Launch the assembly and pass all of the inputs
myjckt=set_as_top(JacketSE(Jcktins.clamped,Jcktins.AFflag,Jcktins.PreBuildTPLvl>0))
myjckt.JcktGeoIn=Jcktins
myjckt.Soilinputs=Soilinputs
myjckt.Waterinputs=Waterinputs
myjckt.Windinputs=Windinputs
myjckt.Pileinputs=Pileinputs
myjckt.leginputs=leginputs
myjckt.legbot_stmphin =legbot_stmphin #Distance from bottom of leg to second joint along z; must be>0
myjckt.Xbrcinputs=Xbrcinputs
myjckt.Mbrcinputs=Mbrcinputs
myjckt.Hbrcinputs=Hbrcinputs
myjckt.TPlumpinputs=TPlumpinputs
myjckt.TPinputs=TPinputs
myjckt.Twrinputs=Twrinputs
myjckt.TwrRigidTop=TwrRigidTop #Account for RNA via math rather than a physical rigidmember
myjckt.RNAinputs=RNAins
myjckt.RNA_F=RNA_F
myjckt.FrameAuxIns=FrameAuxIns
return myjckt,f0,f0epsilon,jcktDTRmin,DTRsdiff,mxftprint,guesses,bounds.T
def main(): # \
"""Function to Instantiate a JacketSE Assembly: \n
INPUTS \n
All hardwired, so edit the quantities below all the way to the line "#________________ DO NOT MODIFY THE FOLLOWING ________________#" \n
-See JacketOpt_PyOPT for more information. \n
OUTPUTS \n
myjckt -jacket assembly instance \n\n
Optimization parameters: \n\n
f0 -float, target frequency [Hz]
f0epsilon -float, f0*(1+f0epsilon) will not be exceeded \n
jcktDTRmin -Float, minimum jacket member DTR allowed, mostly for 60+waterdepths. \n
mxftprint -Float, max allowed foot print [m]
guesses -Float(n), guesses for all design variables check out DesVar class. \n
bounds -Float(n,2), bounds for all design variables check out DesVar class. \n\n
SAMPLE CALLS: \n
1.OPTIMIZATION: python JacketOpt_ExtCobyla.py C:\RRD\PYTHON\WISDEM\JacketSE\src\jacketse\MyJacketInputs.py \n
2.OPTIMIZATION: python JacketOpt_PyOPT.py C:\RRD\PYTHON\WISDEM\JacketSE\src\jacketse\MyJacketInputs.py True \n
3.BUILD JACKET: python >>> myjacket=C:\RRD\PYTHON\WISDEM\JacketSE\src\jacketse\MyJacketInputs.py \n
"""
# Set inputs ###----ALL USER INPUT----###
Jcktins = JcktGeoInputs()
Jcktins.nlegs = 4
Jcktins.nbays = 4
Jcktins.batter = 30.5495 # =(-43.127+24.614)/(5.939-5.333)
# Jcktins.dck_botz =15.651
Jcktins.dck_botz = 16.15 # CJBe
Jcktins.dck_width = 8.0 + 1.2
Jcktins.weld2D = 0.0
Jcktins.VPFlag = True # vertical pile T/F; to enable piles in frame3DD set pileinputs.ndiv>0
Jcktins.clamped = (
True
) # whether or not the bottom of the structure is rigidly connected. Use False when equivalent spring constants are being used.
Jcktins.AFflag = False # whether or not to use apparent fixity piles
Jcktins.PreBuildTPLvl = 0 # if >0, the TP is prebuilt according to rules per PreBuildTP
# ______________________________________________#
# Soil inputs
Soilinputs = SoilGeoInputs()
Soilinputs.zbots = -np.array([3.0, 5.0, 7.0, 15.0, 30.0, 50.0])
Soilinputs.gammas = np.array([10000.0, 10000.0, 10000.0, 10000.0, 10000.0, 10000.0])
Soilinputs.cus = np.array([60000.0, 60000.0, 60000.0, 60000.0, 60000.0, 60000.0])
Soilinputs.phis = np.array(
[26.0, 26.0, 26.0, 26.0, 26.0, 26]
) # np.array([36.,33.,26.,37.,35.,37.5])#np.array([36.,33.,26.,37.,35.,37.5])
Soilinputs.delta = 25.0
Soilinputs.sndflg = True
Soilinputs.PenderSwtch = False # True
Soilinputs.SoilSF = 1.0
# ______________________________________________#
# Water and wind inputs
Waterinputs = WaterInputs()
Waterinputs.wdepth = 50.0
Waterinputs.wlevel = (
50.0
) # Distance from bottom of structure to surface THIS, I believe is no longer needed as piles may be negative in z, to check and remove in case
Waterinputs.T = 12.0 # Wave Period
Waterinputs.HW = 10.0 # Wave Height
Waterinputs.Cd = 3.0 # Drag Coefficient, enhanced to account for marine growth and other members not calculated
Waterinputs.Cm = 8.0 # 2. #ADded mass Coefficient
Windinputs = WindInputs()
Windinputs.HH = 88.15 + 2.4 # CHECK HOW THIS COMPLIES....
Windinputs.U50HH = 30.0 # assumed gust speed
Windinputs.Cdj = (
4.0
) # Drag Coefficient for jacket members, enhanced to account for TP drag not calculated otherwise
Windinputs.Cdt = 2 # Drag Coefficient for tower, enhanced to account for TP drag not calculated otherwise
# ______________________________________________#
# Pile data
Pilematin = MatInputs()
Pilematin.matname = np.array(["steel"]) # CJB Changed this from RC into steel
Pilematin.E = np.array([2.1e11])
Pilematin.G = np.array([8.07690e10])
Pilematin.rho = (
np.array([3339.12]) * 34274.82 / 36876.0
) # From Test04.txt in SD, to check with official FAST certtest
Pileinputs = PileGeoInputs()
Pileinputs.Pilematins = Pilematin
Pileinputs.ndiv = 0 # CJB Change this from 1 to 0 #3 ###----USER INPUT----###
Pileinputs.Dpile = 2.082
Pileinputs.tpile = 0.491
Pileinputs.Lp = 0.0 # [m] Embedment length
# ______________________________________________#
# Legs data
legmatin = MatInputs()
legmatin.matname = ["steel"]
legmatin.rho = np.array([7850.0])
Dleg = np.asarray([1.2]).repeat(Jcktins.nbays + 1) # e.g., np.array([2.0,1.8,1.6,1.6,1.6])
tleg = np.asarray([0.05, 0.05, 0.035, 0.035, 0.035])
leginputs = LegGeoInputs()
leginputs.legZbot = 4.5 ###----USER INPUT----###
leginputs.ndiv = 1 ###----USER INPUT----###
leginputs.legmatins = legmatin
leginputs.Dleg = Dleg
leginputs.tleg = tleg
# The following is a passthrough variables
legbot_stmphin = 45.5 - 43.127 # =2.373 Distance from bottom of leg to second joint along z; must be>0
# ______________________________________________#
# Xbrc data
Xbrcmatin = MatInputs()
Xbrcmatin.matname = np.array(["steel"]).repeat(Jcktins.nbays)
Xbrcmatin.rho = np.array([7850.0])
Dbrc = np.asarray([0.8]).repeat(Jcktins.nbays)
tbrc = np.asarray([0.02]).repeat(Jcktins.nbays)
Xbrcinputs = XBrcGeoInputs()
Xbrcinputs.Dbrc = Dbrc
Xbrcinputs.tbrc = tbrc
Xbrcinputs.ndiv = 1 ###----USER INPUT----###
Xbrcinputs.Xbrcmatins = Xbrcmatin
Xbrcinputs.precalc = (
False
) # This can be set to true if we want Xbraces to be precalculated in D and t, in which case the above set Dbrc and tbrc would be overwritten
# ______________________________________________#
# Mbrc data
Mbrcmatin = MatInputs()
Mbrcmatin.matname = np.array(["steel"])
Mbrcmatin.rho = np.array([7850.0])
Mbrcinputs = MudBrcGeoInputs()
Mbrcinputs.Dbrc_mud = 0.8 ###----USER INPUT----###
Mbrcinputs.tbrc_mud = 0.02
Mbrcinputs.ndiv = 2 ###----USER INPUT----###
Mbrcinputs.Mbrcmatins = Mbrcmatin
Mbrcinputs.precalc = (
False
) # This can be set to true if we want Mudbrace to be precalculated in D and t, in which case the above set Dbrc_mud and tbrc_mud would be overwritten
# ______________________________________________#
# Hbrc data
Hbrcmatin = MatInputs()
Hbrcmatin.matname = np.array(["steel"])
Hbrcmatin.rho = np.array([7850.0])
Dbrc_hbrc = 1.1 ###----USER INPUT----###
Hbrcinputs = HBrcGeoInputs()
Hbrcinputs.Dbrch = Dbrc_hbrc ###----USER INPUT----###
Hbrcinputs.ndiv = 0
Hbrcinputs.Hbrcmatins = Hbrcmatin
Hbrcinputs.precalc = (
True
) # This can be set to true if we want Hbrace to be set=Xbrace top D and t, in which case the above set Dbrch and tbrch would be overwritten
# ______________________________________________#
# TP data
# Note PrebuildTPLvl is set in JacketIns ###----USER INPUT----###
# TP lumped mass data
TPlumpinputs = TPlumpMass() ###----ALL USER INPUT----###
TPlumpinputs.mass = (
666.0e3
) # -98385.33+( 7850.*4*np.pi/4.*(1.2**2-(1.2-2.*0.04)**2)*4) #[kg] TO MODIFY AFTER WE ASSESS OVERALL TP MASS, to be reduced for the steel weight
TPlumpinputs.CMoff = np.array([0.0, 0.0, 2.0]) # CG of concrete block is 2 m above intersection of diagonal braces
TPlumpinputs.I = (
1.0
/ 12
* TPlumpinputs.mass
* np.array([8.0 ** 2 + 4.0 ** 2, 8.0 ** 2 + 4.0 ** 2, 8.0 ** 2 + 8.0 ** 2, 0.0, 0.0, 0.0])
)
TPstrtmatin = MatInputs()
TPstmpsmatin = MatInputs()
TPgirdmatin = MatInputs()
TPbrcmatin = MatInputs()
TPstemmatin = MatInputs()
TPstmpsmatin.matname = np.array(["steel"])
TPstmpsmatin.rho = np.array([7850.0])
TPstrtmatin.matname = np.array(["steel"])
TPstrtmatin.rho = np.array([1350.0])
TPbrcmatin.matname = np.array(["steel"])
TPbrcmatin.rho = np.array(
[1350.0]
) # np.array([7850.]) tpstrucmass=np.pi/4*(1.2**2-(1.2-2*0.04)**2)*7850*4*4 7850.*tpstrucmass/myjckt.TP.TPouts.mass=1462.185
TPgirdmatin.matname = np.array(["steel"])
TPgirdmatin.rho = np.array([1350.0])
TPstemmatin.matname = np.array(["steel"]).repeat(2) ###----ALL USER INPUT----###
TPstemmatin.rho = np.array([1350.0])
TPinputs = TPGeoInputs()
TPinputs.TPstrtmatins = TPstrtmatin
TPinputs.TPbrcmatins = TPbrcmatin
TPinputs.TPstemmatins = TPstemmatin
TPinputs.TPstmpmatins = TPstmpsmatin
TPinputs.TPgirdmatins = TPgirdmatin
# Set TP dimensions as leg and brace dimensions
TPinputs.Dstrut = 1.2 ###----ALL USER INPUT----###
TPinputs.tstrut = 0.04
TPinputs.Dgir = TPinputs.Dstrut
TPinputs.tgir = TPinputs.tstrut
TPinputs.Dbrc = TPinputs.Dstrut
TPinputs.tbrc = TPinputs.tstrut
###----ALL USER INPUT----###
TPinputs.hstump = 0.499 # (16.15-15.651)
TPinputs.Dstump = 1.2
TPinputs.tstump = 0.04
TPinputs.stumpndiv = 1
TPinputs.brcndiv = 1
TPinputs.girndiv = 1
TPinputs.strutndiv = 1
TPinputs.stemndiv = 1
TPinputs.nstems = 3
TPinputs.Dstem = np.array([5.6]).repeat(TPinputs.nstems)
TPinputs.tstem = np.array([0.032, 0.032, 0.032])
TPinputs.hstem = np.array([(4.0) / TPinputs.nstems]).repeat(TPinputs.nstems)
# ______________________________________________#
# Tower data
Twrmatin = MatInputs()
Twrmatin.matname = np.array(["steel"])
Twrmatin.rho = np.array([7850.0])
Twrinputs = TwrGeoInputs()
Twrinputs.Twrmatins = Twrmatin
# Twrinputs.Htwr=88.15 #Trumped by HH
Twrinputs.Htwr2frac = 1.0 / 88.15 # fraction of tower height with constant x-section
Twrinputs.ndiv = np.array([1, 1]) # ndiv for uniform and tapered section ###----USER INPUT----###
Twrinputs.DeltaZmax = (
5.0
) # [m], maximum FE element length allowed in the tower members (i.e. the uniform and the tapered members)
Twrinputs.Db = 5.6
Twrinputs.DTRb = Twrinputs.Db / 0.032
Twrinputs.Dt = 4.0
Twrinputs.DTRt = Twrinputs.Dt / 0.03
# Set whether or not DTRb and DTRt for the tower are the same. Note if next set to False it will trump DTRt setting above
Twrinputs.DTRsdiff = True ##SET THIS TO TRUE IF YOU WANT DTRs to be different between base and top
# If you use the following 12 lines, The geometry defined above is ignored
ztwr = np.array([20.15, 21.15, 32.15, 42.15, 54.15, 64.15, 74.15, 83.15, 88.15]) - 20.15
Dtwr = np.array([5.6, 5.577, 5.318, 5.082, 4.8, 4.565, 4.329, 4.118, 4])
ttwr = np.array([0.032, 0.032, 0.03, 0.028, 0.024, 0.022, 0.02, 0.03, 0.03])
pmtwr = np.array(
[np.array([20.15, 54.15, 88.15]) - 20.15, [1.9e3, 1.4e3, 1.0e3]]
).T # (3,2) first col z's, second weights
# Interpolate data to refine tower discretization
dz = 1.0 # [m] maximum deltaz allowed in discretization
ztwr2 = np.linspace(ztwr[0], ztwr[-1], round((ztwr[-1] - ztwr[0]) / dz)) # New discretization
Dtwr_interp = interp1d(ztwr, Dtwr)
ttwr_interp = interp1d(ztwr, ttwr)
Twrinputs.ztwr = ztwr2
Twrinputs.Dtwr = Dtwr_interp(ztwr2)
Twrinputs.ttwr = ttwr_interp(ztwr2)
Twrinputs.TwrlumpedMass = np.zeros([pmtwr.shape[0], 11])
Twrinputs.TwrlumpedMass[:, 0:2] = pmtwr
TwrRigidTop = False # False=Account for RNA via math rather than a physical rigidmember
# ______________________________________________#
# RNA data
RNAins = RNAprops()
RNAins.mass = 350.0e3 # [kg]
RNAins.I[0] = 86.579e6 # [kg m2]
RNAins.I[1] = 53.530e6 # [kg m2]
RNAins.I[2] = 58.112e6 # [kg m2]
RNAins.CMoff[2] = 2.34 # [m]
RNAins.Thoff[2] = 2.4 # [m]
RNAins.yawangle = 45.0 # angle with respect to global X, CCW looking from above, wind from left
RNAins.rna_weightM = True
# ______________________________________________#
# RNA loads Fx-z, Mxx-zz
RNA_F = np.array(
[1000.0e3, 0.0, 0.0, 0.0, 0.0, 0.0]
) # unfactored thrust, though accounting for gust and dynamic effects (no IEC PSF though)
# ______________________________________________#
# Frame3DD parameters ###----ALL USER INPUT----###
FrameAuxIns = Frame3DDaux()
FrameAuxIns.sh_fg = 1 # shear flag-->Timoshenko
FrameAuxIns.deltaz = 5.0
FrameAuxIns.geo_fg = 0
FrameAuxIns.nModes = 6 # number of desired dynamic modes of vibration
FrameAuxIns.Mmethod = 1 # 1: subspace Jacobi 2: Stodola
FrameAuxIns.lump = 0 # 0: consistent mass ... 1: lumped mass matrix
FrameAuxIns.tol = 1e-9 # mode shape tolerance
FrameAuxIns.shift = 0.0 # shift value ... for unrestrained structures
FrameAuxIns.gvector = np.array([0.0, 0.0, -9.8065]) # GRAVITY
# Decide whether or not to consider DLC 6.1 as well
twodlcs = False
# ______________________________________________#
# ______________________________________________#
# OTHER AUXILIARY CONSTRAINTS AND TARGETS FOR OPTIMIZATION #
# ______________________________________________#
# ______________________________________________#
# Set Optimization Bounds and guesses for the various variables:
# x= [ batter, Dpile, tpile, Lp, Dleg, tleg, Dbrc, tbrc, Dbrc_mud, tbrc_mud, Dgit, tgir, Db, DTRb Dt, DTRt Htwr2fac dck_widthfact]
MnCnst = np.array(
[
8.0,
1.0,
1.0 * 0.0254,
20.0,
1.0,
1.0 * 0.0254,
1.0,
1.0 * 0.0254,
1.0,
1.0 * 0.0254,
1.0,
1.0 * 0.0254,
5.0,
120.0,
3.0,
120.0,
0.05,
2.0,
]
)
MxCnst = np.array(
[
15.0,
2.5,
5.0 * 0.0254,
50.0,
2.5,
5.0 * 0.0254,
2.0,
5.0 * 0.0254,
2.0,
5.0 * 0.0254,
2.0,
5.0 * 0.0254,
7.0,
200.0,
4.0,
200.0,
0.25,
3.0,
]
)
guesses = np.array(
[
10.0,
1.5,
1.5 * 0.0254,
26.0,
1.8,
1.5 * 0.0254,
1.2,
1.5 * 0.0254,
1.2,
1.5 * 0.0254,
1.2,
1.5 * 0.0254,
6.0,
140.0,
3.5,
150.0,
0.2,
2.0,
]
)
# SET Maximum Footprint [m]
mxftprint = 30.0
# Set target frequency [Hz] and f0epsilon, i.e. fmax=(1+f0eps)*f0
f0 = 0.22
f0epsilon = 0.1
# Set the minminimum DTR allowed for jacket members; mostly for 60+waterdepths
jcktDTRmin = 22.0
# _____________________________________________________________#
# ________________ DO NOT MODIFY THE FOLLOWING ________________#
# _____________________________________________________________#
bounds = np.vstack((MnCnst, MxCnst))
desvarmeans = np.mean(bounds, 1)
# Now Launch the assembly and pass all of the inputs
# myjckt=set_as_top(JacketSE(Jcktins.clamped,Jcktins.AFflag,twodlcs=twodlcs, wlevel_Ulist=29))#CJB and JQ
myjckt = set_as_top(JacketSE(Jcktins.clamped, Jcktins.AFflag, twodlcs=twodlcs))
# pySubDyn Parameters CJB+
# SDpySubDynA = pySubDynA()
# INPUTS TO RUN SUBDYN-------------------------------------------------------
# (PATH INFORMATION FOR INPUT FILE AND DRIVER)
Base_name = "OC4_pySubDyn" # Input name here
# INPUT FILE PATH
myjckt.InputFile_name = str(Base_name) + ".txt"
# myjckt.SDpySubDynA.InputFile_name=str(Base_name)+".txt"
myjckt.InputandDriverpath = "C:\wisdem\plugins\JacketSE\src\jacketse\SubDyn\CertTest"
myjckt.InputFile_path = myjckt.InputandDriverpath + os.sep + str(myjckt.InputFile_name)
# DRIVER PATH
myjckt.Driver_name = str(Base_name) + "D" + ".txt"
myjckt.Driver_path = myjckt.InputandDriverpath + os.sep + str(myjckt.Driver_name)
myjckt.Driver_path = myjckt.InputandDriverpath + os.sep + str(myjckt.Driver_name)
# PATH TO RUN SUBDYN
SDEXEpath = "C:\wisdem\plugins\JacketSE\src\jacketse\SubDyn" + os.sep + "bin\SubDyn_Win32.exe"
myjckt.SDpath = str(SDEXEpath) + " " + str(myjckt.Driver_path)
# test.SDpath='r'+"'''"+test.SDEXEpath+' '+test.SDDriverpath+"'''"
# PATH TO READ OUTPUT (INPUTS TO READ OUTPUT)
myjckt.Readpath_out = str(myjckt.InputandDriverpath) + os.sep + str(Base_name) + ".SD.out"
myjckt.Readpath_sum = str(myjckt.InputandDriverpath) + os.sep + str(Base_name) + ".SD.sum"
myjckt.Delete_file = False # Deletes driver, input, and output files. Does not delete Echo file.
# INPUT FILE INPUTS----------------------------------------------------------
# Simulation Control
myjckt.Echo = np.array([False, "Echo", "- Echo input data to " "<rootname>.SD.ech" " (flag)"])
myjckt.SDdeltaT = np.array(
[
"DEFAULT",
"SDdeltaT",
"- Local Integration Step. If " "default" ", the glue-code integration step will be used.",
]
)
myjckt.IntMethod = np.array([4, "IntMethod", "- Integration Method [1/2/3/4 = RK4/AB4/ABM4/AM2]."])
myjckt.SttcSolve = np.array([False, "SttcSolve", "- Solve dynamics about static equilibrium point"])
# FEA and CRAIG-BAMPTON PARAMETERS
myjckt.FEMmod = np.array(
[
3,
"- FEM switch: element model in the FEM. [1= Euler-Bernoulli(E-B); 2=Tapered E-B (unavailable); 3= 2-node Timoshenko; 4= 2-node tapered Timoshenko (unavailable)]",
]
)
myjckt.NDiv = np.array(
[1, "NDiv", "- Number of sub-elements per member"]
) # CJB "HARDWIRED" INTO PYSUBDYN AS 1 TO ALLOW JACKETSE'S NODES TO BE USED AS SUBDYN'S JOINTS
myjckt.CBMod = np.array(
[
False,
"- [T/F] If True perform C-B reduction, else full FEM dofs will be retained. If True, select Nmodes to retain in C-B reduced system.",
]
)
myjckt.Nmodes = np.array(
[75, "- Number of internal modes to retain (ignored if CBMod=False). If Nmodes=0 --> Guyan Reduction."]
)
myjckt.JDampings = np.array(
[
2,
"JDampings",
"- Damping Ratios for each retained mode (% of critical) If Nmodes>0, list Nmodes structural damping ratios for each retained mode (% of critical), or a single damping ratio to be applied to all retained modes. (last entered value will be used for all remaining modes).",
]
)
# Structure Joints
myjckt.SDjointsHeader = np.array(
[
["JointID", "JointXss", "JointYss", "JointZss", "[Coordinates of Member joints in SS-Coordinate System]"],
["(-)", "(m)", "(m)", "(m)"],
]
)
# Base Reaction Joints
myjckt.BaseRxnJointsHeader = np.array(
[
[
"RJointID",
"RctTDXss",
"RctTDYss",
"RctTDZss",
"RctRDXss",
"RctRDYss",
"RctRDZss",
"[Global Coordinate System]",
],
["(-)", ("flag"), ("flag"), ("flag"), ("flag"), ("flag"), ("flag")],
]
)
# Interface Joints
myjckt.InterfaceRxnJointsHeader = np.array(
[
[
"IJointID",
"ItfTDXss",
"ItfTDYss",
"ItfTDZss",
"ItfRDXss",
"ItfRDYss",
"ItfRDZss",
"[Global Coordinate System]",
],
["(-)", ("flag"), ("flag"), ("flag"), ("flag"), ("flag"), ("flag")],
]
)
# Members
myjckt.MembersHeader = np.array(
[
["MemberID", "MJointID1", "MJointID2", "MPropSetID1", "MPropSetID2", "COSMID"],
["(-)", "(-)", "(-)", "(-)", "(-)", "(-)"],
]
)
# MEMBER X-SECTION PROPERTY data 1/2
myjckt.NPropSets = np.array(
[
6,
"NPropSets",
"- # of structurally unique x-sections (i.e. # of X-sectional props utilized throughout all of the members)",
]
)
myjckt.PropSet1Header = np.array(
[
["PropSetID", "YoungE", "ShearG", "MatDens", "XsecD", "XsecT"],
["(-)", "(N/m2)", "(N/m2)", "(kg/m3)", "(m)", "(m)"],
]
)
# MEMBER X-SECTION PROPERTY data 2/2
myjckt.PropSet2 = np.array([])
myjckt.PropSet2Header = np.array(
[
["PropSetID", "YoungE", "ShearG", "MatDens", "XsecA", "XsecAsx", "XsecAsy", "XsecJxx", "XsecJyy", "XsecJ0"],
["(-)", "(N/m2)", "(N/m2)", "(kg/m3)", "(m2)", "(m2)", "(m2)", "(m4)", "(m4)", "(m4)"],
]
)
# MEMBER COSINE MATRICES COSM(i,j)
myjckt.COSMHeader = np.array(
[
[
"COSMID",
"COSM11",
"COSMID12",
"COSMID13",
"COSMID21",
"COSMID22",
"COSMID23",
"COSMID31",
"COSMID32",
"COSMID33",
],
["(-)", "(-)", "(-)", "(-)", "(-)", "(-)", "(-)", "(-)", "(-)", "(-)"],
]
)
myjckt.COSMs = np.array([])
# JOINT ADDITIONAL CONCENTRATED MASSES
myjckt.CmassHeader = np.array(
[["CMJointID", "JMass", "JMXX", "JMYY", "JMZZ"], ["(-)", "(kg)", "(kg*m^2)", "(kg*m^2)", "(kg*m^2)"]]
)
myjckt.Cmass = np.array([])
# OUTPUT: SUMMARY & OUTFILE
myjckt.SSSum = np.array(
[
True,
"SSSum",
"- Output a Summary File (flag).It contains: matrices K,M and C-B reduced M_BB, M-BM, K_BB, K_MM(OMG^2), PHI_R, PHI_L. It can also contain COSMs if requested.",
]
)
myjckt.OutCOSM = np.array(
[True, "OutCOSM", "- Output cosine matrices with the selected output member forces (flag)"]
)
myjckt.OutAll = np.array([True, "OutAll", "- [T/F] Output all members' end forces "])
myjckt.OutSwtch = np.array(
[
1,
"OutSwtch",
"- [1/2/3] Output requested channels to: 1=<rootname>.SD.out; 2=<rootname>.out (generated by FAST); 3=both files.",
]
)
myjckt.TabDelim = np.array([True, "TabDelim", "- Generate a tab-delimited output in the <rootname>.SD.out file"])
myjckt.OutDec = np.array([1, "OutDec", "- Decimation of output in the <rootname>.SD.out file"])
myjckt.OutFmt = np.array(
["Es11.4e2", "OutFmt", "- Output format for numerical results in the <rootname>.SD.out file"]
)
myjckt.OutSFmt = np.array(["A11", "OutFmt", "- Output format for header strings in the <rootname>.SD.out file"])
# MEMBER OUTPUT LIST
myjckt.MemOutListHeader = np.array(
[
[
"MemberID",
"NoutCnt",
"NodeCnt",
"[NOutCnt=how many nodes to get output for [< 10]; NodeCnt are local ordinal numbers from the start of the member, and must be >=1 and <= NDiv+1] If NMOutputs=0 leave blank as well.]",
],
["(-)", "(-)", "(-)"],
]
)
# SSOutline
myjckt.SSOutlist = np.array(
[
[
"ReactFXss, ReactFYss, ReactFZss, ReactMXss, ReactMYss, ReactMZss",
"-Base reactions (forces onto SS structure)",
],
[
"IntfFXss, IntfFYss, IntfFZss, IntfMXss, IntfMYss, IntfMZss",
"-Interface reactions (forces from SS structure)",
],
["IntfTDXss, IntfTDYss, IntfTDZss, IntfRDXss, IntfRDYss, IntfRDZss", "-Interface deflections "],
["IntfTAXss, IntfTAYss, IntfTAZss, IntfRAXss, IntfRAYss, IntfRAZss", "Interface accelerations"],
]
)
myjckt.SDjoints = np.array(
[
[1, -5.93900, -5.93900, -43.12700],
[2, 5.93900, -5.93900, -43.12700],
[3, 5.93900, 5.93900, -43.12700],
[4, -5.93900, 5.93900, -43.12700],
[5, -4.01600, -4.01600, 15.65100],
[6, 4.01600, -4.01600, 15.65100],
[7, 4.01600, 4.01600, 15.65100],
[8, -4.01600, 4.01600, 15.65100],
[9, 0.00000, -4.79180, -8.06090],
[10, 4.79180, 0.00000, -8.06090],
[11, 0.00000, 4.79180, -8.06090],
[12, -4.79180, 0.00000, -8.06090],
]
)
myjckt.BaseRxnJoints = np.array(
[[1, 1, 1, 1, 1, 1, 1], [2, 1, 1, 1, 1, 1, 1], [3, 1, 1, 1, 1, 1, 1], [4, 1, 1, 1, 1, 1, 1]]
)
myjckt.InterfaceJointsFlags = np.array(
[[5, 1, 1, 1, 1, 1, 1], [6, 1, 1, 1, 1, 1, 1], [7, 1, 1, 1, 1, 1, 1], [8, 1, 1, 1, 1, 1, 1]]
)
myjckt.Members = np.array(
[
[1, 1, 5, 2, 2],
[2, 2, 6, 2, 2],
[3, 3, 7, 2, 2],
[4, 4, 8, 2, 2],
[5, 1, 9, 3, 3],
[6, 9, 6, 3, 3],
[7, 5, 9, 3, 3],
[8, 9, 2, 3, 3],
[9, 2, 10, 3, 3],
[10, 10, 7, 3, 3],
[11, 6, 10, 3, 3],
[12, 10, 3, 3, 3],
[13, 3, 11, 3, 3],
[14, 11, 8, 3, 3],
[15, 7, 11, 3, 3],
[16, 11, 4, 3, 3],
[17, 4, 12, 3, 3],
[18, 12, 5, 3, 3],
[19, 8, 12, 3, 3],
[20, 12, 1, 3, 3],
[21, 5, 6, 3, 3],
[22, 6, 7, 3, 3],
[23, 7, 8, 3, 3],
[24, 8, 5, 3, 3],
]
)
myjckt.MemOutList = np.array([[1, 2, 1, 2]])
# DRIVER INPUTS--------------------------------------------------------------
myjckt.EchoD = np.array([True, "Echo", "- Echo the input file data (flag)"])
# Environmental Conditions
myjckt.Gravity = np.array([9.81, "Gravity", "- Gravity (m/s^2)"])
myjckt.WtrDpth = np.array([43.127, "WtrDpth", "- Water Depth (m) positive value"])
# SubDyn
myjckt.SDInputFile = np.array([myjckt.InputFile_path, "SDInputFile"])
myjckt.OutRootName = np.array([str(myjckt.InputandDriverpath) + os.sep + str(Base_name), "OutRootName"])
myjckt.NSteps = np.array([600, "NSteps", "- Number of time steps in the simulations (-)"])
myjckt.TimeInterval = np.array([0.005, "TimeInterval", "- TimeInterval for the simulation (sec)"])
myjckt.TP_RefPoint = np.array(
[0.0, 0.0, 18.15, "TP_RefPoint", "- Location of the TP reference point in global coordinates (m)"]
)
myjckt.SubRotateZ = np.array(
[0.0, "SubRotateZ", "- Rotation angle of the structure geometry in degrees about the global Z axis."]
)
# INPUTS
myjckt.InputsMod = np.array(
[
1,
"InputsMod",
"- Inputs model {0: all inputs are zero for every timestep, 1: steadystate inputs, 2: read inputs from a file (InputsFile)} (switch)",
]
)
myjckt.InputsFile = np.array(['""', "InputsFile", "- Name of the inputs file if InputsMod = 2"])
# STEADY INPUTS
myjckt.uTPInSteady = np.array(
[0.1, 0.0, 0.0, 0.0, 0.0, 0.0, "uTPInSteady", "- input displacements and rotations ( m, rads )"]
)
myjckt.uDotTPInSteady = np.array(
[
0.0,
0.0,
0.0,
0.0,
0.0,
0.0,
"uDotTPInSteady",
"- input translational and rotational velocities ( m/s, rads/s)",
]
)
myjckt.uDotDotTPInSteady = np.array(
[
0.0,
0.0,
0.0,
0.0,
0.0,
0.0,
"uDotDotTPInSteady",
"- input translational and rotational accelerations ( m/s^2, rads/s^2)",
]
)
# myjckt.SDpySubDynA.run()
myjckt.JcktGeoIn = Jcktins
myjckt.Soilinputs = Soilinputs
myjckt.Waterinputs = Waterinputs
myjckt.Windinputs = Windinputs
myjckt.Pileinputs = Pileinputs
myjckt.leginputs = leginputs
myjckt.legbot_stmphin = legbot_stmphin # Distance from bottom of leg to second joint along z; must be>0
myjckt.Xbrcinputs = Xbrcinputs
myjckt.Mbrcinputs = Mbrcinputs
myjckt.Hbrcinputs = Hbrcinputs
myjckt.TPlumpinputs = TPlumpinputs
myjckt.TPinputs = TPinputs
myjckt.Twrinputs = Twrinputs
myjckt.TwrRigidTop = TwrRigidTop # Account for RNA via math rather than a physical rigidmember
myjckt.RNAinputs = RNAins
myjckt.RNA_F = RNA_F
myjckt.FrameAuxIns = FrameAuxIns
return myjckt, f0, f0epsilon, jcktDTRmin, mxftprint, guesses, bounds.T
def main(): #\
"""Function to Instantiate a JacketSE Assembly: \n
INPUTS \n
All hardwired, so edit the quantities below all the way to the line "#________________ DO NOT MODIFY THE FOLLOWING ________________#" \n
-See JacketOpt_Py&MDAOopt.py for more information. \n
OUTPUTS \n
myjckt -jacket assembly instance \n\n
Optimization parameters: \n\n
f0 -float, target frequency [Hz]
f0epsilon -float, f0*(1+f0epsilon) will not be exceeded \n
jcktDTRmin -Float, minimum jacket member DTR allowed, mostly for 60+waterdepths. \n
mxftprint -Float, max allowed foot print [m]
guesses -Float(n), guesses for all design variables check out DesVar class. \n
bounds -Float(n,2), bounds for all design variables check out DesVar class. \n\n
SAMPLE CALLS: \n
1.OPTIMIZATION: python JacketOpt_ExtCobyla.py C:\RRD\PYTHON\WISDEM\JacketSE\src\jacketse\MyJacketInputs.py \n
2.OPTIMIZATION: python JacketOpt_Py&MDAOopt.py C:\RRD\PYTHON\WISDEM\JacketSE\src\jacketse\MyJacketInputs.py True \n
3.BUILD JACKET: python >>> myjacket=C:\RRD\PYTHON\WISDEM\JacketSE\src\jacketse\MyJacketInputs.py \n
"""
#Set inputs ###----ALL USER INPUT----###
Jcktins=JcktGeoInputs()
Jcktins.nlegs =4
Jcktins.nbays =5
Jcktins.batter=12.
Jcktins.dck_botz =16.
Jcktins.dck_width=2*6.
Jcktins.weld2D =0.5
Jcktins.VPFlag = True #vertical pile T/F; to enable piles in frame3DD set pileinputs.ndiv>0
Jcktins.clamped= False #whether or not the bottom of the structure is rigidly connected. Use False when equivalent spring constants are being used.
Jcktins.AFflag = False #whether or not to use apparent fixity piles
Jcktins.PreBuildTPLvl = 5 #if >0, the TP is prebuilt according to rules per PreBuildTP
#______________________________________________#
#Soil inputs
Soilinputs=SoilGeoInputs()
Soilinputs.zbots =-np.array([3.,5.,7.,15.,30.,50.])
Soilinputs.gammas =np.array([10000.,10000.,10000.,10000.,10000.,10000.])
Soilinputs.cus =np.array([60000.,60000.,60000.,60000.,60000.,60000.])
Soilinputs.phis =np.array([26.,26.,26.,26.,26.,26])#np.array([36.,33.,26.,37.,35.,37.5])#np.array([36.,33.,26.,37.,35.,37.5])
Soilinputs.delta =25.
Soilinputs.sndflg =True
Soilinputs.PenderSwtch =False #True
Soilinputs.SoilSF =1.
#______________________________________________#
#Water and wind inputs
Waterinputs=WaterInputs()
Waterinputs.wdepth =30.
Waterinputs.wlevel =30. #Distance from bottom of structure to surface THIS, I believe is no longer needed as piles may be negative in z, to check and remove in case
Waterinputs.T=12. #Wave Period
Waterinputs.HW=10. #Wave Height
Waterinputs.Cd=3. #Drag Coefficient, enhanced to account for marine growth and other members not calculated
Waterinputs.Cm=8.#2. #ADded mass Coefficient
Windinputs=WindInputs()
Windinputs.HH=100. #CHECK HOW THIS COMPLIES....
Windinputs.U50HH=30. #assumed gust speed
Windinputs.Cdj=4. #Drag Coefficient for jacket members, enhanced to account for TP drag not calculated otherwise
Windinputs.Cdt=2 #Drag Coefficient for tower, enhanced to account for TP drag not calculated otherwise
#______________________________________________#
#Pile data
Pilematin=MatInputs()
Pilematin.matname=np.array(['heavysteel'])
Pileinputs=PileGeoInputs()
Pileinputs.Pilematins=Pilematin
Pileinputs.ndiv=0 #3 ###----USER INPUT----###
Pileinputs.Dpile=2.5
Pileinputs.tpile=0.0254
Pileinputs.Lp=20. #[m] Embedment length
#______________________________________________#
#Legs data
legmatin=MatInputs()
legmatin.matname=(['heavysteel','heavysteel','heavysteel','heavysteel'])
Dleg=np.asarray([1.5]).repeat(Jcktins.nbays+1) #e.g., np.array([2.0,1.8,1.6,1.6,1.6])
tleg=np.asarray([1.5*0.0254]).repeat(Jcktins.nbays+1)
leginputs=LegGeoInputs()
leginputs.legZbot = 1.0 ###----USER INPUT----###
leginputs.ndiv=1 ###----USER INPUT----###
leginputs.legmatins=legmatin
leginputs.Dleg0=Dleg[0] #For optimization we just pass 1st value
leginputs.tleg0=tleg[0] #For optimization we just pass 1st value
#The following is a passthrough variables
legbot_stmphin =1.5 #Distance from bottom of leg to second joint along z; must be>0
#______________________________________________#
#Xbrc data
Xbrcmatin=MatInputs()
Xbrcmatin.matname=np.array(['heavysteel']).repeat(Jcktins.nbays)
Dbrc=np.asarray([1.]).repeat(Jcktins.nbays)#np.array([1.,1.,0.8,0.8])
tbrc=np.asarray([0.0254]).repeat(Jcktins.nbays)
Xbrcinputs=XBrcGeoInputs()
Xbrcinputs.Dbrc0=Dbrc[0] #For optimization we just pass 1st value
Xbrcinputs.tbrc0=tbrc[0] #For optimization we just pass 1st value
Xbrcinputs.ndiv=1 ###----USER INPUT----###
Xbrcinputs.Xbrcmatins=Xbrcmatin
Xbrcinputs.precalc=False #This can be set to true if we want Xbraces to be precalculated in D and t, in which case the above set Dbrc and tbrc would be overwritten
#______________________________________________#
#Mbrc data
Mbrcmatin=MatInputs()
Mbrcmatin.matname=np.array(['heavysteel'])
Mbrcinputs=MudBrcGeoInputs()
Mbrcinputs.Dbrc_mud=1.5 ###----USER INPUT----###
Mbrcinputs.tbrc_mud=1.5*0.0254
Mbrcinputs.ndiv=2 ###----USER INPUT----###
Mbrcinputs.Mbrcmatins=Mbrcmatin
Mbrcinputs.precalc=False #This can be set to true if we want Mudbrace to be precalculated in D and t, in which case the above set Dbrc_mud and tbrc_mud would be overwritten
#______________________________________________#
#Hbrc data
Hbrcmatin=MatInputs()
Hbrcmatin.matname=np.array(['heavysteel'])
Dbrc_hbrc=1.1 ###----USER INPUT----###
Hbrcinputs=HBrcGeoInputs()
Hbrcinputs.Dbrch=Dbrc_hbrc ###----USER INPUT----###
Hbrcinputs.ndiv=0#2
Hbrcinputs.Hbrcmatins=Hbrcmatin
Hbrcinputs.precalc=True #This can be set to true if we want Hbrace to be set=Xbrace top D and t, in which case the above set Dbrch and tbrch would be overwritten
#______________________________________________#
#TP data
#Note PrebuildTPLvl is set in JacketIns ###----USER INPUT----###
#TP lumped mass data
TPlumpinputs=TPlumpMass() ###----ALL USER INPUT----###
TPlumpinputs.mass=200.e3 #[kg]
TPlumpinputs.CMoff= np.zeros(3)
TPlumpinputs.I=np.zeros(6) #Note that the code will assume the mass distributed at the corners of the TP for Ixx,Iyy,Izz purposes
TPstrtmatin=MatInputs()
TPstmpsmatin=MatInputs()
TPgirdmatin=MatInputs()
TPbrcmatin=MatInputs()
TPstemmatin=MatInputs()
TPstmpsmatin.matname=np.array(['heavysteel'])
TPstrtmatin.matname=np.array(['heavysteel'])
TPbrcmatin.matname=np.array(['heavysteel'])
TPgirdmatin.matname=np.array(['heavysteel'])
TPstemmatin.matname=np.array(['heavysteel']).repeat(2) ###----ALL USER INPUT----###
TPinputs=TPGeoInputs()
TPinputs.TPstrtmatins=TPstrtmatin
TPinputs.TPbrcmatins=TPbrcmatin
TPinputs.TPstemmatins=TPstemmatin
TPinputs.TPstmpmatins=TPstmpsmatin
TPinputs.TPgirdmatins=TPgirdmatin
#Set TP dimensions as leg and brace dimensions
TPinputs.Dstrut=leginputs.Dleg[-1] ###----ALL USER INPUT----###
TPinputs.tstrut=leginputs.tleg[-1]
TPinputs.Dgir=Dbrc_hbrc
TPinputs.tgir=0.0254
TPinputs.Dbrc=TPinputs.Dgir
TPinputs.tbrc=TPinputs.tgir
###----ALL USER INPUT----###
TPinputs.hstump=0.0#1.0
TPinputs.Dstump=1.2
TPinputs.tstump=0.04
TPinputs.stumpndiv=1
TPinputs.brcndiv=1
TPinputs.girndiv=1
TPinputs.strutndiv=1
TPinputs.stemndiv=1
TPinputs.nstems=3
TPinputs.Dstem=np.array([6.]).repeat(TPinputs.nstems)
TPinputs.tstem=np.array([0.1,0.11,0.11])
TPinputs.hstem=np.array([6./TPinputs.nstems]).repeat(TPinputs.nstems)
#______________________________________________#
#Tower data
Twrmatin=MatInputs()
Twrmatin.matname=np.array(['heavysteel'])
Twrinputs=TwrGeoInputs()
Twrinputs.Twrmatins=Twrmatin
#Twrinputs.Htwr=0. #Trumped by HH
Twrinputs.Htwr2frac=0.2 #fraction of tower height with constant x-section
Twrinputs.ndiv=np.array([6,12]) #ndiv for uniform and tapered section ###----USER INPUT----###
Twrinputs.DeltaZmax= 6. #[m], maximum FE element length allowed in the tower members (i.e. the uniform and the tapered members)
Twrinputs.Db=5.6
Twrinputs.DTRb=130.
Twrinputs.Dt=0.55*Twrinputs.Db
Twrinputs.DTRt=150.
#Set whether or not DTRb and DTRt for the tower are the same. Note if next set to False it will trump DTRt setting above
Twrinputs.DTRsdiff=False ##SET THIS TO TRUE IF YOU WANT DTRs to be different between base and top
#If you use the following 14 lines, The geometry defined above is ignored
###ztwr=np.array([ 52. , 54.522, 57.044, 59.566, 62.088, 64.61 , 67.132, 72.176, 77.22 , 82.264, 87.308, 92.352, 97.396, 102.44 , 107.484, 112.528, 117.572, 122.616, 127.66 ]]) -52.
###Dtwr=np.array([ 5.6 , 5.6 , 5.6 , 5.6 , 5.6 , 5.6 , 5.6 , 5.39, 5.18, 4.97, 4.76, 4.55, 4.34, 4.13, 3.92, 3.71, 3.5 , 3.29, 3.08])
###ttwr=np.array([ 0.04307692, 0.04307692, 0.04307692, 0.04307692, 0.04307692, 0.04307692, 0.04307692, 0.04119829, 0.03931966, 0.03744103, 0.03556239, 0.03368376, 0.03180513, 0.0299265 , 0.02804786, 0.02616923, 0.0242906 , 0.02241197, 0.02053])
###pmtwr=[] #(3,2) first col z's, second weights
####Interpolate data to refine tower discretization
###dz=1. #[m] maximum deltaz allowed in discretization
###ztwr2=np.linspace(ztwr[0],ztwr[-1],round((ztwr[-1]-ztwr[0])/dz)) #New discretization
###Dtwr_interp=interp1d(ztwr,Dtwr)
###ttwr_interp=interp1d(ztwr,ttwr)
###Twrinputs.ztwr=ztwr2
###Twrinputs.Dtwr=Dtwr_interp(ztwr2)
###Twrinputs.ttwr=ttwr_interp(ztwr2)
###Twrinputs.TwrlumpedMass=np.zeros([pmtwr.shape[0],11])
###Twrinputs.TwrlumpedMass[:,0:2]=pmtwr
TwrRigidTop=True #False=Account for RNA via math rather than a physical rigidmember
#______________________________________________#
#RNA data
RNAins=RNAprops()
RNAins.mass=3*350.e3 #[kg]
RNAins.I[0]=86.579E+6 #[kg m2]
RNAins.I[1]=53.530E+6 #[kg m2]
RNAins.I[2]=58.112E+6 #[kg m2]
RNAins.CMoff[2]=2.34 #[m]
RNAins.Thoff[2]=RNAins.CMoff[2] #[m]
RNAins.yawangle=45. #angle with respect to global X, CCW looking from above, wind from left
RNAins.rna_weightM=True
#______________________________________________#
#RNA loads Fx-z, Mxx-zz
RNA_F=np.array([1000.e3,0.,0.,0.,0.,0.]) #unfactored thrust, though accounting for gust and dynamic effects (no IEC PSF though)
#______________________________________________#
# Frame3DD parameters ###----ALL USER INPUT----###
FrameAuxIns=Frame3DDaux()
FrameAuxIns.sh_fg=1 #shear flag-->Timoshenko
FrameAuxIns.deltaz=5.
FrameAuxIns.geo_fg=0
FrameAuxIns.nModes = 6 # number of desired dynamic modes of vibration
FrameAuxIns.Mmethod = 1 # 1: subspace Jacobi 2: Stodola
FrameAuxIns.lump = 0 # 0: consistent mass ... 1: lumped mass matrix
FrameAuxIns.tol = 1e-9 # mode shape tolerance
FrameAuxIns.shift = 0.0 # shift value ... for unrestrained structures
FrameAuxIns.gvector=np.array([0.,0.,-9.8065]) #GRAVITY
#Decide whether or not to consider DLC 6.1 as well
twodlcs=False
#______________________________________________#
#______________________________________________#
# OTHER AUXILIARY CONSTRAINTS AND TARGETS FOR OPTIMIZATION #
#______________________________________________#
#______________________________________________#
#Set Optimization Bounds and guesses for the various variables:
# x= [ batter, Dpile, tpile, Lp, Dleg, tleg, Dbrc, tbrc, Dbrc_mud, tbrc_mud, Dgit, tgir, Db, DTRb Dt, DTRt Htwr2fac dck_widthfact]
MnCnst = np.array([ 8., 1., 1.*0.0254, 20., 1., 1.*0.0254, 1., 1.*0.0254, 1., 1.*0.0254, 1., 1.*0.0254, 5., 120., 3., 120., 0.05, 2.])
MxCnst = np.array([ 15., 2.5, 5.*0.0254, 50., 2.5, 5.*0.0254, 2., 5.*0.0254, 2., 5.*0.0254, 2., 5.*0.0254, 7., 200., 4., 200., 0.25, 3.])
guesses= np.array([ 10., 1.5, 1.5*0.0254, 26., 1.8, 1.5*0.0254, 1.2, 1.5*0.0254, 1.2, 1.5*0.0254, 1.2, 1.5*0.0254, 6., 140., 3.5, 150., 0.2, 2.])
#SET Maximum Footprint [m]
mxftprint =30.
#Set target frequency [Hz] and f0epsilon, i.e. fmax=(1+f0eps)*f0
f0=0.22
f0epsilon=0.1
#Set the minminimum DTR allowed for jacket members; mostly for 60+waterdepths
jcktDTRmin=22.
#_____________________________________________________________#
#________________ DO NOT MODIFY THE FOLLOWING ________________#
#_____________________________________________________________#
bounds=np.vstack((MnCnst,MxCnst))
desvarmeans=np.mean(bounds,1)
# Now Launch the assembly and pass all of the inputs
myjckt=set_as_top(JacketSE(Jcktins.clamped,Jcktins.AFflag,twodlcs=twodlcs))
myjckt.JcktGeoIn=Jcktins
myjckt.Soilinputs=Soilinputs
myjckt.Waterinputs=Waterinputs
myjckt.Windinputs=Windinputs
myjckt.Pileinputs=Pileinputs
myjckt.leginputs=leginputs
myjckt.legbot_stmphin =legbot_stmphin #Distance from bottom of leg to second joint along z; must be>0
myjckt.Xbrcinputs=Xbrcinputs
myjckt.Mbrcinputs=Mbrcinputs
myjckt.Hbrcinputs=Hbrcinputs
myjckt.TPlumpinputs=TPlumpinputs
myjckt.TPinputs=TPinputs
myjckt.Twrinputs=Twrinputs
myjckt.TwrRigidTop=TwrRigidTop #Account for RNA via math rather than a physical rigidmember
myjckt.RNAinputs=RNAins
myjckt.RNA_F=RNA_F
myjckt.FrameAuxIns=FrameAuxIns
return myjckt,f0,f0epsilon,jcktDTRmin,mxftprint,guesses,bounds.T
def main(DesPrms,DesVars): #\
"""Function to Instantiate a JacketSE Assembly with Assigned Design Parameters:
INPUTS
DesVars: Class (structure) containing: batter,Dpile,tpile,Lp,Dleg,tleg,Dbrc,tbrc,Dbrc_mud,tbrc_mud,Dgir,tgir,Db,DTRb,Dt,DTRt,Htwr2frac. See JacketOpt_Peregrine.py.
DesPrms: Class (structure) containing: dck_botz,wdepth,wlevel,Tp50,HW50,HH,U50HH,RNA_F,RNAins, TPlumpmass. See JacketOpt_Peregrine.py.
"""
#wdepth=wdepth,wlevel=wlevel,): #we call this module with the main optimization parameters
#______________________________________________#
# NON-OPTIMIZATION VARIABLES #
#______________________________________________#
#Set inputs ###----ALL USER INPUT----###
Jcktins=JcktGeoInputs()
Jcktins.nlegs =4
Jcktins.nbays =DesPrms.nbays
Jcktins.batter=DesVars.batter
Jcktins.dck_width=DesVars.dck_widthfact*DesVars.Db
Jcktins.dck_botz =DesPrms.dck_botz
Jcktins.weld2D =0.5
Jcktins.VPFlag= True #vertical pile T/F; to enable piles in frame3DD set pileinputs.ndiv>0
Jcktins.clamped= False #False #whether or not the bottom of the structure is rigidly connected. Use False when equivalent spring constants are being used.
#The following is a passthrough variables
legbot_stmphin =1.5 #Distance from bottom of leg to second joint along z; must be>0
#______________________________________________#
#Soil inputs
Soilinputs=SoilGeoInputs() ###----ALL USER INPUT----###
Soilinputs.zbots =-np.array([3.,5.,7.,15.,30.,50.])
Soilinputs.gammas =np.array([10000.,10000.,10000.,10000.,10000.,10000.])
Soilinputs.cus =np.array([60000.,60000.,60000.,60000.,60000.,60000.])
Soilinputs.phis =np.array([36.,33.,26.,37.,35.,37.5])#np.array([26.,26.,26.,26.,26.,26])#np.array([36.,33.,26.,37.,35.,37.5])#np.array([36.,33.,26.,37.,35.,37.5])
Soilinputs.delta =25.
Soilinputs.sndflg =True
Soilinputs.SoilSF =1.25 #Safety factor for Lp and stiffness from soil
Soilinputs.PenderSwtch =False #True
#______________________________________________#
#Water and wind inputs
Waterinputs=WaterInputs() ###----ALL USER INPUT----###
Waterinputs.wdepth =DesPrms.wdepth
Waterinputs.wlevel =DesPrms.wdepth #Distance from bottom of structure to surface THIS, I believe is no longer needed as piles may be negative in z, to check and remove in case
Waterinputs.T= DesPrms.Tp50 #Wave Period
Waterinputs.HW= DesPrms.HW50 #Wave Height: peak-to-peak for Andrew's load routine, 0.5*peak-to-peak for mine in case I activate.
Waterinputs.Cd=3. #Drag Coefficient, enhanced to account for marine growth and other members not calculated
Waterinputs.Cm=8.#2. #ADded mass Coefficient
Windinputs=WindInputs()
Windinputs.HH= DesPrms.HH #CHECK HOW THIS COMPLIES....
Windinputs.U50HH=DesPrms.U50HH #20. # Since we are assuming operational conditions, pick a wind speed near rated
Windinputs.Cdj=4. #Drag Coefficient for jacket members, enhanced to account for TP drag not calculated otherwise
Windinputs.Cdt=2 #Drag Coefficient for tower, enhanced to account for TP drag not calculated otherwise
#______________________________________________#
#RNA loads Fx-z, Mxx-zz
RNA_F=DesPrms.RNA_F #unfactored thrust, though accounting for gust and dynamic effects (no IEC PSF though)
#Torque at rated with 95% efficiency generator: +12564863.93 Nm
#______________________________________________#
#RNA Properties
RNAins=RNAprops() ###----ALL USER INPUT----###
RNAins.mass=DesPrms.RNAins.mass
RNAins.Ixx=DesPrms.RNAins.Ixx #249.667E+6 #
RNAins.Iyy=DesPrms.RNAins.Iyy #169.667E+6 #
RNAins.Izz=DesPrms.RNAins.Izz #162.200E+6 #
RNAins.CMzoff=DesPrms.RNAins.CMzoff
RNAins.CMxoff=DesPrms.RNAins.CMxoff#positive means downwind -4.95#
RNAins.Thzoff=DesPrms.RNAins.Thzoff #From UHreact Excel
RNAins.yawangle=45.
TwrRigidTop=True #False #False=Account for RNA via math rather than a physical rigidmember
#______________________________________________#
#TP mass data
TPlumpinputs=TPlumpMass() ###----ALL USER INPUT----###
TPlumpinputs.mass=DesPrms.TPlumpmass#0. #200.e3 #[kg]
#______________________________________________#
###----ALL USER INPUT----###
# Frame3DD parameters
FrameAuxIns=Frame3DDaux()
FrameAuxIns.sh_fg=1 #shear flag-->Timoshenko
FrameAuxIns.deltaz=5.
FrameAuxIns.geo_fg=0
FrameAuxIns.nModes = 6 # number of desired dynamic modes of vibration
FrameAuxIns.Mmethod = 1 # 1: subspace Jacobi 2: Stodola
FrameAuxIns.lump = 0 # 0: consistent mass ... 1: lumped mass matrix
FrameAuxIns.tol = 1e-9 # mode shape tolerance
FrameAuxIns.shift = 0.0 # shift value ... for unrestrained structures
FrameAuxIns.gvector=np.array([0.,0.,9.8065]) #GRAVITY
#______________________________________________#
# OPTIMIZATION VARIABLES #
#Note: materials are fixed
#______________________________________________#
#Legs Data
legmatin=MatInputs()
legmatin.matname=(['heavysteel','heavysteel','heavysteel','heavysteel'])
Dleg=np.asarray([DesVars.Dleg]).repeat(Jcktins.nbays+1) #e.g., np.array([2.0,1.8,1.6,1.6,1.6])
tleg=np.asarray([DesVars.tleg]).repeat(Jcktins.nbays+1)
leginputs=LegGeoInputs()
leginputs.legZbot = 0.0 ###----USER INPUT----###
leginputs.ndiv=DesPrms.legndiv ###----USER INPUT----###
leginputs.legmatins=legmatin
leginputs.Dleg=Dleg
leginputs.tleg=tleg
#Xbrc data
Xbrcmatin=MatInputs()
Xbrcmatin.matname=np.array(['heavysteel']).repeat(Jcktins.nbays)
Dbrc=np.asarray([DesVars.Dbrc]).repeat(Jcktins.nbays)#np.array([1.,1.,0.8,0.8])
tbrc=np.asarray([DesVars.tbrc]).repeat(Jcktins.nbays)
Xbrcinputs=XBrcGeoInputs()
Xbrcinputs.Dbrc=Dbrc
Xbrcinputs.tbrc=tbrc
Xbrcinputs.ndiv=1 ###----USER INPUT----###
Xbrcinputs.Xbrcmatins=Xbrcmatin
Xbrcinputs.precalc=False #This can be set to true if we want Xbraces to be precalculated in D and t, in which case the above set Dbrc and tbrc would be overwritten
#Mbrc data
Mbrcmatin=MatInputs()
Mbrcmatin.matname=np.array(['heavysteel'])
Mbrcinputs=MudBrcGeoInputs()
Mbrcinputs.Dbrc_mud=DesVars.Dbrc_mud
Mbrcinputs.tbrc_mud=DesVars.tbrc_mud
Mbrcinputs.ndiv=2 ###----USER INPUT----###
Mbrcinputs.Mbrcmatins=Mbrcmatin
Mbrcinputs.precalc=False #This can be set to true if we want Mudbrace to be precalculated in D and t, in which case the above set Dbrc_mud and tbrc_mud would be overwritten
#Hbrc data
Hbrcmatin=MatInputs()
Hbrcmatin.matname=np.array(['heavysteel'])
Dbrc_hbrc=1.1 ###----USER INPUT----###
Hbrcinputs=HBrcGeoInputs()
Hbrcinputs.Dbrch=Dbrc_hbrc ###----USER INPUT----###
Hbrcinputs.ndiv=0#2
Hbrcinputs.Hbrcmatins=Hbrcmatin
Hbrcinputs.precalc=True #This can be set to true if we want Hbrace to be set=Xbrace top D and t, in which case the above set Dbrch and tbrch would be overwritten
#TP data
TPstrtmatin=MatInputs()
TPstmpsmatin=MatInputs()
TPgirdmatin=MatInputs()
TPbrcmatin=MatInputs()
TPstemmatin=MatInputs()
TPstmpsmatin.matname=np.array(['heavysteel'])
TPbrcmatin.matname=np.array(['heavysteel'])
TPgirdmatin.matname=np.array(['heavysteel'])
TPstemmatin.matname=np.array(['heavysteel']).repeat(2) ###----ALL USER INPUT----###
TPinputs=TPGeoInputs()
TPinputs.TPstrtmatins=TPstrtmatin
TPinputs.TPbrcmatins=TPbrcmatin
TPinputs.TPstemmatins=TPstemmatin
TPinputs.TPstmpmatins=TPstmpsmatin
TPinputs.TPgirdmatins=TPgirdmatin
#Set TP dimensions as leg and brace dimensions
TPinputs.Dstrut=DesVars.Dleg ###----ALL USER INPUT----###
TPinputs.tstrut=DesVars.Dleg
TPinputs.Dgir=DesVars.Dgir
TPinputs.tgir=DesVars.tgir
TPinputs.Dbrc=TPinputs.Dgir
TPinputs.tbrc=TPinputs.tgir
###----ALL USER INPUT----###
TPinputs.hstump=0.0#1.0
TPinputs.stumpndiv=1
TPinputs.brcndiv=1
TPinputs.girndiv=1
TPinputs.strutndiv=1
TPinputs.stemndiv=1
TPinputs.nstems=3
TPinputs.Dstem=np.array([DesVars.Db]).repeat(TPinputs.nstems)
TPinputs.tstem=1.5*np.array([DesVars.Db/DesVars.DTRb]).repeat(TPinputs.nstems)
TPinputs.hstem=np.array([6./TPinputs.nstems]).repeat(TPinputs.nstems)
#Pile data
Pilematin=MatInputs()
Pilematin.matname=np.array(['heavysteel'])
Pileinputs=PileGeoInputs()
Pileinputs.Pilematins=Pilematin
Pileinputs.ndiv=0 #3 ###----USER INPUT----###
Pileinputs.Dpile=DesVars.Dpile
Pileinputs.tpile=DesVars.tpile
Pileinputs.AFflag=False ###----USER INPUT----###
Pileinputs.Lp=DesVars.Lp #[m] Embedment length
#Tower data
Twrmatin=MatInputs()
Twrmatin.matname=np.array(['heavysteel'])
Twrinputs=TwrGeoInputs()
Twrinputs.Twrmatins=Twrmatin
#Twrinputs.Htwr=0. #Trumped by HH
Twrinputs.Htwr2frac=DesVars.Htwr2frac #fraction of tower height with constant x-section
Twrinputs.ndiv=np.array([6,12]) #ndiv for uniform and tapered section ###----USER INPUT----###
Twrinputs.DeltaZmax= 6. #[m], maximum FE element length allowed in the tower members (i.e. the uniform and the tapered members)
Twrinputs.Db=DesVars.Db
Twrinputs.DTRb=DesVars.DTRb
Twrinputs.Dt=DesVars.Dt
Twrinputs.DTRt=DesVars.DTRt
# Now Launch the assembly and pass all of the inputs
myjckt=set_as_top(JacketAsmly())
myjckt.JcktGeoIn=Jcktins
myjckt.Soilinputs=Soilinputs
myjckt.Waterinputs=Waterinputs
myjckt.Windinputs=Windinputs
myjckt.RNAinputs=RNAins
myjckt.TwrRigidTop=TwrRigidTop #Account for RNA via math rather than a physical rigidmember
myjckt.RNA_F=RNA_F
myjckt.leginputs=leginputs
#The following is a passthrough variables
myjckt.legbot_stmphin =legbot_stmphin #Distance from bottom of leg to second joint along z; must be>0
myjckt.Xbrcinputs=Xbrcinputs
myjckt.Mbrcinputs=Mbrcinputs
myjckt.Hbrcinputs=Hbrcinputs
myjckt.TPlumpinputs=TPlumpinputs
myjckt.PrebuildTP=True ###----USER INPUT----###
myjckt.PreBuildTPLvl=5 ###----USER INPUT----###
myjckt.TPinputs=TPinputs
myjckt.Pileinputs=Pileinputs
myjckt.Twrinputs=Twrinputs
myjckt.FrameAuxIns=FrameAuxIns
return myjckt
def main(): #\
"""Function to Instantiate a JacketSE Assembly: \n
INPUTS \n
All hardwired, so edit the quantities below all the way to the line "#________________ DO NOT MODIFY THE FOLLOWING ________________#" \n
-See JacketOpt_Py&MDAOopt.py for more information. \n
OUTPUTS \n
myjckt -jacket assembly instance \n\n
Optimization parameters: \n\n
f0 -float, target frequency [Hz]
f0epsilon -float, f0*(1+f0epsilon) will not be exceeded \n
jcktDTRmin -Float, minimum jacket member DTR allowed, mostly for 60+waterdepths. \n
mxftprint -Float, max allowed foot print [m]
guesses -Float(n), guesses for all design variables check out DesVar class. \n
bounds -Float(n,2), bounds for all design variables check out DesVar class. \n\n
SAMPLE CALLS: \n
1.OPTIMIZATION: python JacketOpt_ExtCobyla.py C:\RRD\PYTHON\WISDEM\JacketSE\src\jacketse\MyJacketInputs.py \n
2.OPTIMIZATION: python JacketOpt_Py&MDAOopt.py C:\RRD\PYTHON\WISDEM\JacketSE\src\jacketse\MyJacketInputs.py True \n
3.BUILD JACKET: python >>> myjacket=C:\RRD\PYTHON\WISDEM\JacketSE\src\jacketse\MyJacketInputs.py \n
"""
#Set inputs ###----ALL USER INPUT----###
Jcktins = JcktGeoInputs()
Jcktins.nlegs = 4
Jcktins.nbays = 5
Jcktins.batter = 12.
Jcktins.dck_botz = 16.
Jcktins.dck_width = 2 * 6.
Jcktins.weld2D = 0.5
Jcktins.VPFlag = True #vertical pile T/F; to enable piles in frame3DD set pileinputs.ndiv>0
Jcktins.clamped = False #whether or not the bottom of the structure is rigidly connected. Use False when equivalent spring constants are being used.
Jcktins.AFflag = False #whether or not to use apparent fixity piles
Jcktins.PreBuildTPLvl = 5 #if >0, the TP is prebuilt according to rules per PreBuildTP
#______________________________________________#
#Soil inputs
Soilinputs = SoilGeoInputs()
Soilinputs.zbots = -np.array([3., 5., 7., 15., 30., 50.])
Soilinputs.gammas = np.array(
[10000., 10000., 10000., 10000., 10000., 10000.])
Soilinputs.cus = np.array([60000., 60000., 60000., 60000., 60000., 60000.])
Soilinputs.phis = np.array(
[26., 26., 26., 26., 26., 26]
) #np.array([36.,33.,26.,37.,35.,37.5])#np.array([36.,33.,26.,37.,35.,37.5])
Soilinputs.delta = 25.
Soilinputs.sndflg = True
Soilinputs.PenderSwtch = False #True
Soilinputs.SoilSF = 1.
#______________________________________________#
#Water and wind inputs
Waterinputs = WaterInputs()
Waterinputs.wdepth = 30.
Waterinputs.wlevel = 30. #Distance from bottom of structure to surface THIS, I believe is no longer needed as piles may be negative in z, to check and remove in case
Waterinputs.T = 12. #Wave Period
Waterinputs.HW = 10. #Wave Height
Waterinputs.Cd = 3. #Drag Coefficient, enhanced to account for marine growth and other members not calculated
Waterinputs.Cm = 8. #2. #ADded mass Coefficient
Windinputs = WindInputs()
Windinputs.HH = 100. #CHECK HOW THIS COMPLIES....
Windinputs.U50HH = 30. #assumed gust speed
Windinputs.Cdj = 4. #Drag Coefficient for jacket members, enhanced to account for TP drag not calculated otherwise
Windinputs.Cdt = 2 #Drag Coefficient for tower, enhanced to account for TP drag not calculated otherwise
#______________________________________________#
#Pile data
Pilematin = MatInputs()
Pilematin.matname = np.array(['heavysteel'])
Pileinputs = PileGeoInputs()
Pileinputs.Pilematins = Pilematin
Pileinputs.ndiv = 0 #3 ###----USER INPUT----###
Pileinputs.Dpile = 2.5
Pileinputs.tpile = 0.0254
Pileinputs.Lp = 20. #[m] Embedment length
#______________________________________________#
#Legs data
legmatin = MatInputs()
legmatin.matname = ([
'heavysteel', 'heavysteel', 'heavysteel', 'heavysteel'
])
Dleg = np.asarray([1.5]).repeat(Jcktins.nbays +
1) #e.g., np.array([2.0,1.8,1.6,1.6,1.6])
tleg = np.asarray([1.5 * 0.0254]).repeat(Jcktins.nbays + 1)
leginputs = LegGeoInputs()
leginputs.legZbot = 1.0 ###----USER INPUT----###
leginputs.ndiv = 1 ###----USER INPUT----###
leginputs.legmatins = legmatin
leginputs.Dleg0 = Dleg[0] #For optimization we just pass 1st value
leginputs.tleg0 = tleg[0] #For optimization we just pass 1st value
#The following is a passthrough variables
legbot_stmphin = 1.5 #Distance from bottom of leg to second joint along z; must be>0
#______________________________________________#
#Xbrc data
Xbrcmatin = MatInputs()
Xbrcmatin.matname = np.array(['heavysteel']).repeat(Jcktins.nbays)
Dbrc = np.asarray([1.]).repeat(Jcktins.nbays) #np.array([1.,1.,0.8,0.8])
tbrc = np.asarray([0.0254]).repeat(Jcktins.nbays)
Xbrcinputs = XBrcGeoInputs()
Xbrcinputs.Dbrc0 = Dbrc[0] #For optimization we just pass 1st value
Xbrcinputs.tbrc0 = tbrc[0] #For optimization we just pass 1st value
Xbrcinputs.ndiv = 1 ###----USER INPUT----###
Xbrcinputs.Xbrcmatins = Xbrcmatin
Xbrcinputs.precalc = False #This can be set to true if we want Xbraces to be precalculated in D and t, in which case the above set Dbrc and tbrc would be overwritten
#______________________________________________#
#Mbrc data
Mbrcmatin = MatInputs()
Mbrcmatin.matname = np.array(['heavysteel'])
Mbrcinputs = MudBrcGeoInputs()
Mbrcinputs.Dbrc_mud = 1.5 ###----USER INPUT----###
Mbrcinputs.tbrc_mud = 1.5 * 0.0254
Mbrcinputs.ndiv = 2 ###----USER INPUT----###
Mbrcinputs.Mbrcmatins = Mbrcmatin
Mbrcinputs.precalc = False #This can be set to true if we want Mudbrace to be precalculated in D and t, in which case the above set Dbrc_mud and tbrc_mud would be overwritten
#______________________________________________#
#Hbrc data
Hbrcmatin = MatInputs()
Hbrcmatin.matname = np.array(['heavysteel'])
Dbrc_hbrc = 1.1 ###----USER INPUT----###
Hbrcinputs = HBrcGeoInputs()
Hbrcinputs.Dbrch = Dbrc_hbrc ###----USER INPUT----###
Hbrcinputs.ndiv = 0 #2
Hbrcinputs.Hbrcmatins = Hbrcmatin
Hbrcinputs.precalc = True #This can be set to true if we want Hbrace to be set=Xbrace top D and t, in which case the above set Dbrch and tbrch would be overwritten
#______________________________________________#
#TP data
#Note PrebuildTPLvl is set in JacketIns ###----USER INPUT----###
#TP lumped mass data
TPlumpinputs = TPlumpMass() ###----ALL USER INPUT----###
TPlumpinputs.mass = 200.e3 #[kg]
TPlumpinputs.CMoff = np.zeros(3)
TPlumpinputs.I = np.zeros(
6
) #Note that the code will assume the mass distributed at the corners of the TP for Ixx,Iyy,Izz purposes
TPstrtmatin = MatInputs()
TPstmpsmatin = MatInputs()
TPgirdmatin = MatInputs()
TPbrcmatin = MatInputs()
TPstemmatin = MatInputs()
TPstmpsmatin.matname = np.array(['heavysteel'])
TPstrtmatin.matname = np.array(['heavysteel'])
TPbrcmatin.matname = np.array(['heavysteel'])
TPgirdmatin.matname = np.array(['heavysteel'])
TPstemmatin.matname = np.array(['heavysteel'
]).repeat(2) ###----ALL USER INPUT----###
TPinputs = TPGeoInputs()
TPinputs.TPstrtmatins = TPstrtmatin
TPinputs.TPbrcmatins = TPbrcmatin
TPinputs.TPstemmatins = TPstemmatin
TPinputs.TPstmpmatins = TPstmpsmatin
TPinputs.TPgirdmatins = TPgirdmatin
#Set TP dimensions as leg and brace dimensions
TPinputs.Dstrut = leginputs.Dleg[-1] ###----ALL USER INPUT----###
TPinputs.tstrut = leginputs.tleg[-1]
TPinputs.Dgir = Dbrc_hbrc
TPinputs.tgir = 0.0254
TPinputs.Dbrc = TPinputs.Dgir
TPinputs.tbrc = TPinputs.tgir
###----ALL USER INPUT----###
TPinputs.hstump = 0.0 #1.0
TPinputs.Dstump = 1.2
TPinputs.tstump = 0.04
TPinputs.stumpndiv = 1
TPinputs.brcndiv = 1
TPinputs.girndiv = 1
TPinputs.strutndiv = 1
TPinputs.stemndiv = 1
TPinputs.nstems = 3
TPinputs.Dstem = np.array([6.]).repeat(TPinputs.nstems)
TPinputs.tstem = np.array([0.1, 0.11, 0.11])
TPinputs.hstem = np.array([6. / TPinputs.nstems]).repeat(TPinputs.nstems)
#______________________________________________#
#Tower data
Twrmatin = MatInputs()
Twrmatin.matname = np.array(['heavysteel'])
Twrinputs = TwrGeoInputs()
Twrinputs.Twrmatins = Twrmatin
#Twrinputs.Htwr=0. #Trumped by HH
Twrinputs.Htwr2frac = 0.2 #fraction of tower height with constant x-section
Twrinputs.ndiv = np.array([
6, 12
]) #ndiv for uniform and tapered section ###----USER INPUT----###
Twrinputs.DeltaZmax = 6. #[m], maximum FE element length allowed in the tower members (i.e. the uniform and the tapered members)
Twrinputs.Db = 5.6
Twrinputs.DTRb = 130.
Twrinputs.Dt = 0.55 * Twrinputs.Db
Twrinputs.DTRt = 150.
#Set whether or not DTRb and DTRt for the tower are the same. Note if next set to False it will trump DTRt setting above
Twrinputs.DTRsdiff = False ##SET THIS TO TRUE IF YOU WANT DTRs to be different between base and top
#If you use the following 14 lines, The geometry defined above is ignored
###ztwr=np.array([ 52. , 54.522, 57.044, 59.566, 62.088, 64.61 , 67.132, 72.176, 77.22 , 82.264, 87.308, 92.352, 97.396, 102.44 , 107.484, 112.528, 117.572, 122.616, 127.66 ]]) -52.
###Dtwr=np.array([ 5.6 , 5.6 , 5.6 , 5.6 , 5.6 , 5.6 , 5.6 , 5.39, 5.18, 4.97, 4.76, 4.55, 4.34, 4.13, 3.92, 3.71, 3.5 , 3.29, 3.08])
###ttwr=np.array([ 0.04307692, 0.04307692, 0.04307692, 0.04307692, 0.04307692, 0.04307692, 0.04307692, 0.04119829, 0.03931966, 0.03744103, 0.03556239, 0.03368376, 0.03180513, 0.0299265 , 0.02804786, 0.02616923, 0.0242906 , 0.02241197, 0.02053])
###pmtwr=[] #(3,2) first col z's, second weights
####Interpolate data to refine tower discretization
###dz=1. #[m] maximum deltaz allowed in discretization
###ztwr2=np.linspace(ztwr[0],ztwr[-1],round((ztwr[-1]-ztwr[0])/dz)) #New discretization
###Dtwr_interp=interp1d(ztwr,Dtwr)
###ttwr_interp=interp1d(ztwr,ttwr)
###Twrinputs.ztwr=ztwr2
###Twrinputs.Dtwr=Dtwr_interp(ztwr2)
###Twrinputs.ttwr=ttwr_interp(ztwr2)
###Twrinputs.TwrlumpedMass=np.zeros([pmtwr.shape[0],11])
###Twrinputs.TwrlumpedMass[:,0:2]=pmtwr
TwrRigidTop = True #False=Account for RNA via math rather than a physical rigidmember
#______________________________________________#
#RNA data
RNAins = RNAprops()
RNAins.mass = 3 * 350.e3 #[kg]
RNAins.I[0] = 86.579E+6 #[kg m2]
RNAins.I[1] = 53.530E+6 #[kg m2]
RNAins.I[2] = 58.112E+6 #[kg m2]
RNAins.CMoff[2] = 2.34 #[m]
RNAins.Thoff[2] = RNAins.CMoff[2] #[m]
RNAins.yawangle = 45. #angle with respect to global X, CCW looking from above, wind from left
RNAins.rna_weightM = True
#______________________________________________#
#RNA loads Fx-z, Mxx-zz
RNA_F = np.array(
[1000.e3, 0., 0., 0., 0., 0.]
) #unfactored thrust, though accounting for gust and dynamic effects (no IEC PSF though)
#______________________________________________#
# Frame3DD parameters ###----ALL USER INPUT----###
FrameAuxIns = Frame3DDaux()
FrameAuxIns.sh_fg = 1 #shear flag-->Timoshenko
FrameAuxIns.deltaz = 5.
FrameAuxIns.geo_fg = 0
FrameAuxIns.nModes = 6 # number of desired dynamic modes of vibration
FrameAuxIns.Mmethod = 1 # 1: subspace Jacobi 2: Stodola
FrameAuxIns.lump = 0 # 0: consistent mass ... 1: lumped mass matrix
FrameAuxIns.tol = 1e-9 # mode shape tolerance
FrameAuxIns.shift = 0.0 # shift value ... for unrestrained structures
FrameAuxIns.gvector = np.array([0., 0., -9.8065]) #GRAVITY
#Decide whether or not to consider DLC 6.1 as well
twodlcs = False
#______________________________________________#
#______________________________________________#
# OTHER AUXILIARY CONSTRAINTS AND TARGETS FOR OPTIMIZATION #
#______________________________________________#
#______________________________________________#
#Set Optimization Bounds and guesses for the various variables:
# x= [ batter, Dpile, tpile, Lp, Dleg, tleg, Dbrc, tbrc, Dbrc_mud, tbrc_mud, Dgit, tgir, Db, DTRb Dt, DTRt Htwr2fac dck_widthfact]
MnCnst = np.array([
8., 1., 1. * 0.0254, 20., 1., 1. * 0.0254, 1., 1. * 0.0254, 1.,
1. * 0.0254, 1., 1. * 0.0254, 5., 120., 3., 120., 0.05, 2.
])
MxCnst = np.array([
15., 2.5, 5. * 0.0254, 50., 2.5, 5. * 0.0254, 2., 5. * 0.0254, 2.,
5. * 0.0254, 2., 5. * 0.0254, 7., 200., 4., 200., 0.25, 3.
])
guesses = np.array([
10., 1.5, 1.5 * 0.0254, 26., 1.8, 1.5 * 0.0254, 1.2, 1.5 * 0.0254, 1.2,
1.5 * 0.0254, 1.2, 1.5 * 0.0254, 6., 140., 3.5, 150., 0.2, 2.
])
#SET Maximum Footprint [m]
mxftprint = 30.
#Set target frequency [Hz] and f0epsilon, i.e. fmax=(1+f0eps)*f0
f0 = 0.22
f0epsilon = 0.1
#Set the minminimum DTR allowed for jacket members; mostly for 60+waterdepths
jcktDTRmin = 22.
#_____________________________________________________________#
#________________ DO NOT MODIFY THE FOLLOWING ________________#
#_____________________________________________________________#
bounds = np.vstack((MnCnst, MxCnst))
desvarmeans = np.mean(bounds, 1)
# Now Launch the assembly and pass all of the inputs
myjckt = set_as_top(
JacketSE(Jcktins.clamped, Jcktins.AFflag, twodlcs=twodlcs))
myjckt.JcktGeoIn = Jcktins
myjckt.Soilinputs = Soilinputs
myjckt.Waterinputs = Waterinputs
myjckt.Windinputs = Windinputs
myjckt.Pileinputs = Pileinputs
myjckt.leginputs = leginputs
myjckt.legbot_stmphin = legbot_stmphin #Distance from bottom of leg to second joint along z; must be>0
myjckt.Xbrcinputs = Xbrcinputs
myjckt.Mbrcinputs = Mbrcinputs
myjckt.Hbrcinputs = Hbrcinputs
myjckt.TPlumpinputs = TPlumpinputs
myjckt.TPinputs = TPinputs
myjckt.Twrinputs = Twrinputs
myjckt.TwrRigidTop = TwrRigidTop #Account for RNA via math rather than a physical rigidmember
myjckt.RNAinputs = RNAins
myjckt.RNA_F = RNA_F
myjckt.FrameAuxIns = FrameAuxIns
return myjckt, f0, f0epsilon, jcktDTRmin, mxftprint, guesses, bounds.T
def main(): #\
"""Function to Instantiate a JacketSE Assembly: \n
INPUTS \n
All hardwired, so edit the quantities below all the way to the line "#________________ DO NOT MODIFY THE FOLLOWING ________________#" \n
-See JacketOpt_PyOPT for more information. \n
OUTPUTS \n
myjckt -jacket assembly instance \n\n
Optimization parameters: \n\n
f0 -float, target frequency [Hz]
f0epsilon -float, f0*(1+f0epsilon) will not be exceeded \n
DTRsdiff -Boolean, Set this to True if DTRs are to be different between base and top. \n
jcktDTRmin -Float, minimum jacket member DTR allowed, mostly for 60+waterdepths. \n
mxftprint -Float, max allowed foot print [m]
guesses -Float(n), guesses for all design variables check out DesVar class. \n
bounds -Float(n,2), bounds for all design variables check out DesVar class. \n\n
SAMPLE CALLS: \n
1.OPTIMIZATION: python JacketOpt_ExtCobyla.py C:\RRD\PYTHON\WISDEM\JacketSE\src\jacketse\MyJacketInputs.py \n
2.OPTIMIZATION: python JacketOpt_PyOPT.py C:\RRD\PYTHON\WISDEM\JacketSE\src\jacketse\MyJacketInputs.py True \n
3.BUILD JACKET: python >>> myjacket=C:\RRD\PYTHON\WISDEM\JacketSE\src\jacketse\MyJacketInputs.py \n
"""
#Set inputs ###----ALL USER INPUT----###
Jcktins = JcktGeoInputs()
Jcktins.nlegs = 4
Jcktins.nbays = 4
Jcktins.batter = 30.5495 #=(-43.127+24.614)/(5.939-5.333)
Jcktins.dck_botz = 15.651
Jcktins.dck_width = 8. + 1.2
Jcktins.weld2D = 0.
Jcktins.VPFlag = True #vertical pile T/F; to enable piles in frame3DD set pileinputs.ndiv>0
Jcktins.clamped = True #whether or not the bottom of the structure is rigidly connected. Use False when equivalent spring constants are being used.
Jcktins.AFflag = False #whether or not to use apparent fixity piles
Jcktins.PreBuildTPLvl = 0 #if >0, the TP is prebuilt according to rules per PreBuildTP
#______________________________________________#
#Soil inputs
Soilinputs = SoilGeoInputs()
Soilinputs.zbots = -np.array([3., 5., 7., 15., 30., 50.])
Soilinputs.gammas = np.array(
[10000., 10000., 10000., 10000., 10000., 10000.])
Soilinputs.cus = np.array([60000., 60000., 60000., 60000., 60000., 60000.])
Soilinputs.phis = np.array(
[26., 26., 26., 26., 26., 26]
) #np.array([36.,33.,26.,37.,35.,37.5])#np.array([36.,33.,26.,37.,35.,37.5])
Soilinputs.delta = 25.
Soilinputs.sndflg = True
Soilinputs.PenderSwtch = False #True
Soilinputs.SoilSF = 1.
#______________________________________________#
#Water and wind inputs
Waterinputs = WaterInputs()
Waterinputs.wdepth = 50.
Waterinputs.wlevel = 50. #Distance from bottom of structure to surface THIS, I believe is no longer needed as piles may be negative in z, to check and remove in case
Waterinputs.T = 12. #Wave Period
Waterinputs.HW = 10. #Wave Height
Waterinputs.Cd = 3. #Drag Coefficient, enhanced to account for marine growth and other members not calculated
Waterinputs.Cm = 8. #2. #ADded mass Coefficient
Windinputs = WindInputs()
Windinputs.HH = 88.15 + 2.4 #CHECK HOW THIS COMPLIES....
Windinputs.U50HH = 30. #assumed gust speed
Windinputs.Cdj = 4. #Drag Coefficient for jacket members, enhanced to account for TP drag not calculated otherwise
Windinputs.Cdt = 2 #Drag Coefficient for tower, enhanced to account for TP drag not calculated otherwise
#______________________________________________#
#Pile data
Pilematin = MatInputs()
Pilematin.matname = np.array(['RC'])
Pilematin.E = np.array([2.1e11])
Pilematin.G = np.array([8.07690e+10])
Pilematin.rho = np.array(
[3339.12]
) * 34274.82 / 36876. #From Test04.txt in SD, to check with official FAST certtest
Pileinputs = PileGeoInputs()
Pileinputs.Pilematins = Pilematin
Pileinputs.ndiv = 1 #3 ###----USER INPUT----###
Pileinputs.Dpile = 2.082
Pileinputs.tpile = 0.491
Pileinputs.AFflag = False ###----USER INPUT----###
Pileinputs.Lp = 0. #[m] Embedment length
#______________________________________________#
#Legs data
legmatin = MatInputs()
legmatin.matname = (['steel'])
legmatin.rho = np.array([7850.])
Dleg = np.asarray([1.2]).repeat(Jcktins.nbays +
1) #e.g., np.array([2.0,1.8,1.6,1.6,1.6])
tleg = np.asarray([0.05, 0.05, 0.035, 0.035, 0.035])
leginputs = LegGeoInputs()
leginputs.legZbot = 4.5 ###----USER INPUT----###
leginputs.ndiv = 1 ###----USER INPUT----###
leginputs.legmatins = legmatin
leginputs.Dleg = Dleg
leginputs.tleg = tleg
#The following is a passthrough variables
legbot_stmphin = (
45.5 - 43.127
) #=2.373 Distance from bottom of leg to second joint along z; must be>0
#______________________________________________#
#Xbrc data
Xbrcmatin = MatInputs()
Xbrcmatin.matname = np.array(['steel']).repeat(Jcktins.nbays)
Xbrcmatin.rho = np.array([7850.])
Dbrc = np.asarray([0.8]).repeat(Jcktins.nbays)
tbrc = np.asarray([0.02]).repeat(Jcktins.nbays)
Xbrcinputs = XBrcGeoInputs()
Xbrcinputs.Dbrc = Dbrc
Xbrcinputs.tbrc = tbrc
Xbrcinputs.ndiv = 1 ###----USER INPUT----###
Xbrcinputs.Xbrcmatins = Xbrcmatin
Xbrcinputs.precalc = False #This can be set to true if we want Xbraces to be precalculated in D and t, in which case the above set Dbrc and tbrc would be overwritten
#______________________________________________#
#Mbrc data
Mbrcmatin = MatInputs()
Mbrcmatin.matname = np.array(['steel'])
Mbrcmatin.rho = np.array([7850.])
Mbrcinputs = MudBrcGeoInputs()
Mbrcinputs.Dbrc_mud = 0.8 ###----USER INPUT----###
Mbrcinputs.tbrc_mud = 0.02
Mbrcinputs.ndiv = 2 ###----USER INPUT----###
Mbrcinputs.Mbrcmatins = Mbrcmatin
Mbrcinputs.precalc = False #This can be set to true if we want Mudbrace to be precalculated in D and t, in which case the above set Dbrc_mud and tbrc_mud would be overwritten
#______________________________________________#
#Hbrc data
Hbrcmatin = MatInputs()
Hbrcmatin.matname = np.array(['steel'])
Hbrcmatin.rho = np.array([7850.])
Dbrc_hbrc = 1.1 ###----USER INPUT----###
Hbrcinputs = HBrcGeoInputs()
Hbrcinputs.Dbrch = Dbrc_hbrc ###----USER INPUT----###
Hbrcinputs.ndiv = 0
Hbrcinputs.Hbrcmatins = Hbrcmatin
Hbrcinputs.precalc = True #This can be set to true if we want Hbrace to be set=Xbrace top D and t, in which case the above set Dbrch and tbrch would be overwritten
#______________________________________________#
#TP data
#Note PrebuildTPLvl is set in JacketIns ###----USER INPUT----###
#TP lumped mass data
TPlumpinputs = TPlumpMass() ###----ALL USER INPUT----###
TPlumpinputs.mass = 666.e3 #-98385.33+( 7850.*4*np.pi/4.*(1.2**2-(1.2-2.*0.04)**2)*4) #[kg] TO MODIFY AFTER WE ASSESS OVERALL TP MASS, to be reduced for the steel weight
TPlumpinputs.CMoff = np.array([
0., 0., 2.
]) #CG of concrete block is 2 m above intersection of diagonal braces
TPlumpinputs.I = 1. / 12 * TPlumpinputs.mass * np.array(
[8.**2 + 4.**2, 8.**2 + 4.**2, 8.**2 + 8.**2, 0., 0., 0.])
TPstrtmatin = MatInputs()
TPstmpsmatin = MatInputs()
TPgirdmatin = MatInputs()
TPbrcmatin = MatInputs()
TPstemmatin = MatInputs()
TPstmpsmatin.matname = np.array(['steel'])
TPstmpsmatin.rho = np.array([7850.])
TPstrtmatin.matname = np.array(['steel'])
TPstrtmatin.rho = np.array([1350.])
TPbrcmatin.matname = np.array(['steel'])
TPbrcmatin.rho = np.array(
[1350.]
) #np.array([7850.]) tpstrucmass=np.pi/4*(1.2**2-(1.2-2*0.04)**2)*7850*4*4 7850.*tpstrucmass/myjckt.TP.TPouts.mass=1462.185
TPgirdmatin.matname = np.array(['steel'])
TPgirdmatin.rho = np.array([1350.])
TPstemmatin.matname = np.array(['steel'
]).repeat(2) ###----ALL USER INPUT----###
TPstemmatin.rho = np.array([1350.])
TPinputs = TPGeoInputs()
TPinputs.TPstrtmatins = TPstrtmatin
TPinputs.TPbrcmatins = TPbrcmatin
TPinputs.TPstemmatins = TPstemmatin
TPinputs.TPstmpmatins = TPstmpsmatin
TPinputs.TPgirdmatins = TPgirdmatin
#Set TP dimensions as leg and brace dimensions
TPinputs.Dstrut = 1.2 ###----ALL USER INPUT----###
TPinputs.tstrut = 0.04
TPinputs.Dgir = TPinputs.Dstrut
TPinputs.tgir = TPinputs.tstrut
TPinputs.Dbrc = TPinputs.Dstrut
TPinputs.tbrc = TPinputs.tstrut
###----ALL USER INPUT----###
TPinputs.hstump = 0.499 #(16.15-15.651)
TPinputs.Dstump = 1.2
TPinputs.tstump = 0.04
TPinputs.stumpndiv = 1
TPinputs.brcndiv = 1
TPinputs.girndiv = 1
TPinputs.strutndiv = 1
TPinputs.stemndiv = 1
TPinputs.nstems = 3
TPinputs.Dstem = np.array([5.6]).repeat(TPinputs.nstems)
TPinputs.tstem = np.array([0.032, 0.032, 0.032])
TPinputs.hstem = np.array([(4.) / TPinputs.nstems]).repeat(TPinputs.nstems)
#______________________________________________#
#Tower data
Twrmatin = MatInputs()
Twrmatin.matname = np.array(['steel'])
Twrmatin.rho = np.array([7850.])
Twrinputs = TwrGeoInputs()
Twrinputs.Twrmatins = Twrmatin
#Twrinputs.Htwr=88.15 #Trumped by HH
Twrinputs.Htwr2frac = 1. / 88.15 #fraction of tower height with constant x-section
Twrinputs.ndiv = np.array([
1, 1
]) #ndiv for uniform and tapered section ###----USER INPUT----###
Twrinputs.DeltaZmax = 5. #[m], maximum FE element length allowed in the tower members (i.e. the uniform and the tapered members)
Twrinputs.Db = 5.6
Twrinputs.DTRb = Twrinputs.Db / 0.032
Twrinputs.Dt = 4.
Twrinputs.DTRt = Twrinputs.Dt / 0.03
#If you use the following 12 lines, The geometry defined above is ignored
ztwr = np.array([
20.15, 21.15, 32.15, 42.15, 54.15, 64.15, 74.15, 83.15, 88.15
]) - 20.15
Dtwr = np.array([5.6, 5.577, 5.318, 5.082, 4.8, 4.565, 4.329, 4.118, 4])
ttwr = np.array(
[0.032, 0.032, 0.03, 0.028, 0.024, 0.022, 0.02, 0.03, 0.03])
pmtwr = np.array(
[np.array([20.15, 54.15, 88.15]) - 20.15,
[1.9e3, 1.4e3, 1.0e3]]).T #(3,2) first col z's, second weights
#Interpolate data to refine tower discretization
dz = 1. #[m] maximum deltaz allowed in discretization
ztwr2 = np.linspace(ztwr[0], ztwr[-1], round(
(ztwr[-1] - ztwr[0]) / dz)) #New discretization
Dtwr_interp = interp1d(ztwr, Dtwr)
ttwr_interp = interp1d(ztwr, ttwr)
Twrinputs.ztwr = ztwr2
Twrinputs.Dtwr = Dtwr_interp(ztwr2)
Twrinputs.ttwr = ttwr_interp(ztwr2)
Twrinputs.TwrlumpedMass = np.zeros([pmtwr.shape[0], 11])
Twrinputs.TwrlumpedMass[:, 0:2] = pmtwr
TwrRigidTop = False #False=Account for RNA via math rather than a physical rigidmember
#______________________________________________#
#RNA data
RNAins = RNAprops()
RNAins.mass = 350.e3 #[kg]
RNAins.I[0] = 86.579E+6 #[kg m2]
RNAins.I[1] = 53.530E+6 #[kg m2]
RNAins.I[2] = 58.112E+6 #[kg m2]
RNAins.CMoff[2] = 2.34 #[m]
RNAins.Thoff[2] = 2.4 #[m]
RNAins.yawangle = 45. #angle with respect to global X, CCW looking from above, wind from left
RNAins.rna_weightM = True
#______________________________________________#
#RNA loads Fx-z, Mxx-zz
RNA_F = np.array(
[1000.e3, 0., 0., 0., 0., 0.]
) #unfactored thrust, though accounting for gust and dynamic effects (no IEC PSF though)
#______________________________________________#
# Frame3DD parameters ###----ALL USER INPUT----###
FrameAuxIns = Frame3DDaux()
FrameAuxIns.sh_fg = 1 #shear flag-->Timoshenko
FrameAuxIns.deltaz = 5.
FrameAuxIns.geo_fg = 0
FrameAuxIns.nModes = 6 # number of desired dynamic modes of vibration
FrameAuxIns.Mmethod = 1 # 1: subspace Jacobi 2: Stodola
FrameAuxIns.lump = 0 # 0: consistent mass ... 1: lumped mass matrix
FrameAuxIns.tol = 1e-9 # mode shape tolerance
FrameAuxIns.shift = 0.0 # shift value ... for unrestrained structures
FrameAuxIns.gvector = np.array([0., 0., -9.8065]) #GRAVITY
#______________________________________________#
#______________________________________________#
# OTHER AUXILIARY CONSTRAINTS AND TARGETS FOR OPTIMIZATION #
#______________________________________________#
#______________________________________________#
#Set Optimization Bounds and guesses for the various variables:
# x= [ batter, Dpile, tpile, Lp, Dleg, tleg, Dbrc, tbrc, Dbrc_mud, tbrc_mud, Dgit, tgir, Db, DTRb Dt, DTRt Htwr2fac dck_widthfact]
MnCnst = np.array([
8., 1., 1. * 0.0254, 20., 1., 1. * 0.0254, 1., 1. * 0.0254, 1.,
1. * 0.0254, 1., 1. * 0.0254, 5., 120., 3., 120., 0.05, 2.
])
MxCnst = np.array([
15., 2.5, 5. * 0.0254, 50., 2.5, 5. * 0.0254, 2., 5. * 0.0254, 2.,
5. * 0.0254, 2., 5. * 0.0254, 7., 200., 4., 200., 0.25, 3.
])
guesses = np.array([
10., 1.5, 1.5 * 0.0254, 26., 1.8, 1.5 * 0.0254, 1.2, 1.5 * 0.0254, 1.2,
1.5 * 0.0254, 1.2, 1.5 * 0.0254, 6., 140., 3.5, 150., 0.2, 2.
])
#SET Maximum Footprint [m]
mxftprint = 30.
#Set target frequency [Hz] and f0epsilon, i.e. fmax=(1+f0eps)*f0
f0 = 0.22
f0epsilon = 0.1
#Set whether or not DTRb and DTRt for the tower are teh same
DTRsdiff = True ##SET THIS TO TRUE IF YOU WANT DTRs to be different between base and top
#Set the minminimum DTR allowed for jacket members; mostly for 60+waterdepths
jcktDTRmin = 22.
#_____________________________________________________________#
#________________ DO NOT MODIFY THE FOLLOWING ________________#
#_____________________________________________________________#
bounds = np.vstack((MnCnst, MxCnst))
desvarmeans = np.mean(bounds, 1)
# Now Launch the assembly and pass all of the inputs
myjckt = set_as_top(
JacketSE(Jcktins.clamped, Jcktins.AFflag, Jcktins.PreBuildTPLvl > 0))
myjckt.JcktGeoIn = Jcktins
myjckt.Soilinputs = Soilinputs
myjckt.Waterinputs = Waterinputs
myjckt.Windinputs = Windinputs
myjckt.Pileinputs = Pileinputs
myjckt.leginputs = leginputs
myjckt.legbot_stmphin = legbot_stmphin #Distance from bottom of leg to second joint along z; must be>0
myjckt.Xbrcinputs = Xbrcinputs
myjckt.Mbrcinputs = Mbrcinputs
myjckt.Hbrcinputs = Hbrcinputs
myjckt.TPlumpinputs = TPlumpinputs
myjckt.TPinputs = TPinputs
myjckt.Twrinputs = Twrinputs
myjckt.TwrRigidTop = TwrRigidTop #Account for RNA via math rather than a physical rigidmember
myjckt.RNAinputs = RNAins
myjckt.RNA_F = RNA_F
myjckt.FrameAuxIns = FrameAuxIns
return myjckt, f0, f0epsilon, jcktDTRmin, DTRsdiff, mxftprint, guesses, bounds.T
TPinputs.Dstrut=leginputs.Dleg[-1] ###----ALL USER INPUT----###
TPinputs.tstrut=leginputs.tleg[-1]
TPinputs.Dgir=Dbrc_hbrc
TPinputs.tgir=0.0254
TPinputs.Dbrc=TPinputs.Dgir
TPinputs.tbrc=TPinputs.tgir
###----ALL USER INPUT----###
TPinputs.hstump=0.0#1.0
TPinputs.Dstump=1.2
TPinputs.tstump=0.04
TPinputs.stumpndiv=1
TPinputs.brcndiv=1
TPinputs.girndiv=1
TPinputs.strutndiv=1
TPinputs.stemndiv=1
TPinputs.nstems=3
TPinputs.Dstem=np.array([6.]).repeat(TPinputs.nstems)
TPinputs.tstem=np.array([0.1,0.11,0.11])
TPinputs.hstem=np.array([6./TPinputs.nstems]).repeat(TPinputs.nstems)
#______________________________________________#
#Tower data
Twrmatin=MatInputs()
Twrmatin.matname=np.array(['heavysteel'])
Twrinputs=TwrGeoInputs()
Twrinputs.Twrmatins=Twrmatin
#Twrinputs.Htwr=0. #Trumped by HH
Twrinputs.Htwr2frac=0.2 #fraction of tower height with constant x-section
Twrinputs.ndiv=np.array([6,12]) #ndiv for uniform and tapered section ###----USER INPUT----###
Twrinputs.DeltaZmax= 6. #[m], maximum FE element length allowed in the tower members (i.e. the uniform and the tapered members)