예제 #1
0
from dynamics import System, ModalElement, Integrator, RigidConnection, rotmat_y, \
    RigidBody
from blade import Tower
#from loading import PointLoading
import dynvis
from linearisation import LinearisedSystem

dynamics.OPT_GRAVITY = False

modes_path = '/bladed/simple_tower/point_load/tower_2modes_only'
bladed_path = '/bladed/simple_tower/point_load/flextower_rigidblades_2modes'

# Modal element using data from Bladed model
print "Loading tower from '%s'..." % modes_path
tower = Tower(modes_path+'.$pj')
modes = tower.modal_rep()

# Load Bladed data for comparison
import pybladed.data
brun = pybladed.data.BladedRun(bladed_path)
thrust = brun.get('rotating hub Fx')
bladed_defl = np.c_[
    brun.get('Nacelle fore-aft displacement'),
    brun.get('Nacelle nod angle'),
]

#loading = PointLoading(blade, wind_table, None)
thrust_time  = [0, 1, 2,    10  ]
thrust_force = [0, 0, 10e3, 10e3]
thrust = np.c_[ thrust_force, np.zeros((4,2)) ].T
loadfunc = scipy.interpolate.interp1d(thrust_time, thrust)
예제 #2
0
from dynamics import System, ModalElement, Integrator, RigidConnection, rotmat_y, \
    RigidBody
from blade import Tower
#from loading import PointLoading
import dynvis
from linearisation import LinearisedSystem

dynamics.OPT_GRAVITY = False

modes_path = '/bladed/simple_tower/point_load/tower_2modes_only'
bladed_path = '/bladed/simple_tower/point_load/flextower_rigidblades_2modes'

# Modal element using data from Bladed model
print "Loading tower from '%s'..." % modes_path
tower = Tower(modes_path + '.$pj')
modes = tower.modal_rep()

# Load Bladed data for comparison
import pybladed.data
brun = pybladed.data.BladedRun(bladed_path)
thrust = brun.get('rotating hub Fx')
bladed_defl = np.c_[brun.get('Nacelle fore-aft displacement'),
                    brun.get('Nacelle nod angle'), ]

#loading = PointLoading(blade, wind_table, None)
thrust_time = [0, 1, 2, 10]
thrust_force = [0, 0, 10e3, 10e3]
thrust = np.c_[thrust_force, np.zeros((4, 2))].T
loadfunc = scipy.interpolate.interp1d(thrust_time, thrust)

# Modal element
    RigidBody
from blade import Tower
#from loading import PointLoading
import dynvis
from linearisation import LinearisedSystem

dynamics.OPT_GRAVITY = False

modes_path = '/media/data/bladed/nrel_tower/point_load/tower_7modes_only'
bladed_path = '/media/data/bladed/nrel_tower/point_load/flextower_rigidblades_7modes'

# Modal element using data from Bladed model
print "Loading tower from '%s'..." % modes_path
#tower = Tower(modes_path+'.$pj')
tower = Tower(bladed_path+'.$PJ')
modes = tower.modal_rep(False)

# Get combined tower frequencies
#tower2 = Tower(bladed_path+'.$pj')
#modes2 = tower2.modal_rep()

isolated_freqs = 2*np.pi*np.array([1.28, 1.28, 20, 5.75, 5.75, 5.29, 5.29])
combined_freqs = modes.freqs
modes.freqs = isolated_freqs # to get correct stiffness

# Load Bladed data for comparison
import pybladed.data
brun = pybladed.data.BladedRun(bladed_path)
bladed_defl = np.c_[
    brun.get('Nacelle fore-aft displacement'),
    brun.get('Nacelle nod angle'),
    RigidBody
from blade import Tower
#from loading import PointLoading
import dynvis
from linearisation import LinearisedSystem

dynamics.OPT_GRAVITY = False

modes_path = '/media/data/bladed/nrel_tower/point_load/tower_7modes_only'
bladed_path = '/media/data/bladed/nrel_tower/point_load/flextower_rigidblades_7modes'

# Modal element using data from Bladed model
print "Loading tower from '%s'..." % modes_path
#tower = Tower(modes_path+'.$pj')
tower = Tower(bladed_path + '.$PJ')
modes = tower.modal_rep(False)

# Get combined tower frequencies
#tower2 = Tower(bladed_path+'.$pj')
#modes2 = tower2.modal_rep()

isolated_freqs = 2 * np.pi * np.array([1.28, 1.28, 20, 5.75, 5.75, 5.29, 5.29])
combined_freqs = modes.freqs
modes.freqs = isolated_freqs  # to get correct stiffness

# Load Bladed data for comparison
import pybladed.data
brun = pybladed.data.BladedRun(bladed_path)
bladed_defl = np.c_[brun.get('Nacelle fore-aft displacement'),
                    brun.get('Nacelle nod angle'), ]
예제 #5
0
from dynamics import System, ModalElement, Integrator, RigidConnection, rotmat_y, \
    RigidBody, DistalModalElement
from blade import Tower
#from loading import PointLoading
import dynvis
from linearisation import LinearisedSystem

dynamics.OPT_GRAVITY = False

modes_path = '/media/data/bladed/simple_tower/point_load/tower_7modes_only'
bladed_path = '/media/data/bladed/simple_tower/point_load/flextower_rigidblades_7modes'

# Modal element using data from Bladed model
print "Loading tower from '%s'..." % modes_path
tower = Tower(modes_path + '.$PJ')
modes = tower.modal_rep(rejig=True)

# Get combined tower frequencies
tower2 = Tower(bladed_path + '.$PJ')
modes2 = tower2.modal_rep(rejig=True)

# Load Bladed data for comparison
import pybladed.data
brun = pybladed.data.BladedRun(bladed_path)
thrust = brun.get('rotating hub Fx')
bladed_defl = np.c_[brun.get('Nacelle fore-aft displacement'),
                    brun.get('Nacelle nod angle'), ]

#loading = PointLoading(blade, wind_table, None)
thrust_time = [0, 1, 2, 10]
thrust_force = [0, 0, 10e3, 10e3]
예제 #6
0
import matplotlib.pylab as plt
import matplotlib.gridspec as gridspec

import dynamics
from dynamics import (ModalElement, System, Integrator, RigidBody)
from blade import Tower

# Options
dynamics.OPT_GRAVITY = True
dynamics.OPT_GEOMETRIC_STIFFNESS = False

# Create model
bladed_file = r'C:\Users\Rick Lupton\Dropbox\phd\Bladed\Models\OC3-Hywind_SparBuoy_NREL5MW.prj'
print "Loading modes from '%s'..." % bladed_file
towerdef = Tower(bladed_file)
modes = towerdef.modal_rep()

endmass = 100000
endinertia = 100

el1 = ModalElement('el', modes, distal=False)
system1 = System(el1)

el2 = ModalElement('el', modes, distal=True)
body = RigidBody('body', endmass, inertia=endinertia*np.eye(3))
el2.add_leaf(body)
system2 = System(el2)

integ1 = Integrator(system1)
integ1.add_output(el1.output_positions())
integ2 = Integrator(system2, outputs=('pos','vel','acc'))
import matplotlib.pylab as plt
import matplotlib.gridspec as gridspec

import dynamics
from dynamics import (ModalElement, System, Integrator, RigidBody)
from blade import Tower

# Options
dynamics.OPT_GRAVITY = True
dynamics.OPT_GEOMETRIC_STIFFNESS = False

# Create model
bladed_file = r'C:\Users\Rick Lupton\Dropbox\phd\Bladed\Models\OC3-Hywind_SparBuoy_NREL5MW.prj'
print "Loading modes from '%s'..." % bladed_file
towerdef = Tower(bladed_file)
modes = towerdef.modal_rep()

endmass = 100000
endinertia = 100

el1 = ModalElement('el', modes, distal=False)
system1 = System(el1)

el2 = ModalElement('el', modes, distal=True)
body = RigidBody('body', endmass, inertia=endinertia * np.eye(3))
el2.add_leaf(body)
system2 = System(el2)

integ1 = Integrator(system1)
integ1.add_output(el1.output_positions())
integ2 = Integrator(system2, outputs=('pos', 'vel', 'acc'))
from dynamics import System, ModalElement, Integrator, RigidConnection, rotmat_y, RigidBody, DistalModalElement
from blade import Tower

# from loading import PointLoading
import dynvis
from linearisation import LinearisedSystem

dynamics.OPT_GRAVITY = False

modes_path = "/media/data/bladed/simple_tower/point_load/tower_7modes_only"
bladed_path = "/media/data/bladed/simple_tower/point_load/flextower_rigidblades_7modes"

# Modal element using data from Bladed model
print "Loading tower from '%s'..." % modes_path
tower = Tower(modes_path + ".$PJ")
modes = tower.modal_rep(rejig=True)

# Get combined tower frequencies
tower2 = Tower(bladed_path + ".$PJ")
modes2 = tower2.modal_rep(rejig=True)

# Load Bladed data for comparison
import pybladed.data

brun = pybladed.data.BladedRun(bladed_path)
thrust = brun.get("rotating hub Fx")
bladed_defl = np.c_[brun.get("Nacelle fore-aft displacement"), brun.get("Nacelle nod angle")]

# loading = PointLoading(blade, wind_table, None)
thrust_time = [0, 1, 2, 10]
thrust_force = [0, 0, 10e3, 10e3]