areaFi16 = 2.01e-4
areaFi20 = 3.14e-4
areaFi25 = 4.608e-4
basicCover = 0.06
numReinfBarsT = 5
sepT = 1.0 / numReinfBarsT
numReinfBarsL = 7
sepL = 1.0 / numReinfBarsL
sections = reinfConcreteSections.sectionDefinition
deckSections = defSeccionHASimple.RecordRCSlabBeamSection(
"deck", "RC deck.", concrete, reinfSteel, 0.3)
deckSections.lstRCSects[1].positvRebarRows = [
defSeccionHASimple.MainReinfLayer(rebarsDiam=12e-3,
areaRebar=areaFi12,
rebarsSpacing=sepT,
nominalCover=basicCover)
]
deckSections.lstRCSects[1].negatvRebarRows = [
defSeccionHASimple.MainReinfLayer(rebarsDiam=12e-3,
areaRebar=areaFi12,
rebarsSpacing=sepT,
nominalCover=basicCover)
]
deckSections.lstRCSects[0].positvRebarRows = [
defSeccionHASimple.MainReinfLayer(rebarsDiam=20e-3,
areaRebar=areaFi20,
rebarsSpacing=sepL,
nominalCover=basicCover + 12e-3)
]
deckSections.lstRCSects[0].negatvRebarRows = [
concrete = EHE_concrete.HA30
concrete.alfacc = 0.85 # f_maxd= 0.85*fcd coeficiente de fatiga del hormigón (generalmente alfacc=1)
reinfSteel = EHE_reinforcing_steel.B500S
sccData = defSeccionHASimple.RecordRCSimpleSection()
sccData.sectionName = "sccData"
sccData.sectionDescr = "Prueba."
sccData.concrType = concrete
sccData.depth = 0.5
sccData.width = 1.0
sccData.reinfSteelType = reinfSteel
sccData.negatvRebarRows = [
defSeccionHASimple.MainReinfLayer(rebarsDiam=40e-3,
areaRebar=areaFi40,
rebarsSpacing=0.15,
width=1.0,
nominalCover=0.25 - 0.19)
]
sccData.positvRebarRows = [
defSeccionHASimple.MainReinfLayer(rebarsDiam=6e-3,
areaRebar=areaFi6,
rebarsSpacing=0.15,
width=1.0,
nominalCover=0.25 - 0.19)
]
#sccData.setMainReinfNeg(40e-3,areaFi40,0.15,0.25-0.19)
#sccData.setMainReinfPos(6e-3,areaFi6,0.15,0.25-0.19)
prueba = xc.ProblemaEF()
prueba.logFileName = "/tmp/borrar.log" # Don't print warnings.
__version__ = "3.0"
__email__ = "*****@*****.**"
areaFi22 = steelSIA262.section_barres_courantes[22e-3]
areaFi26 = steelSIA262.section_barres_courantes[26e-3]
datosScc1LosC = defSeccionHASimple.RecordRCSimpleSection()
datosScc1LosC.sectionName = "secHA1LosC"
datosScc1LosC.sectionDescr = "Losa. Tramo Central. Sección normal al eje X."
concr = EHE_concrete.HA30
concr.alfacc = 0.85 #f_maxd= 0.85*fcd
datosScc1LosC.concrType = concr
datosScc1LosC.depth = 0.35
datosScc1LosC.width = 1.0
datosScc1LosC.reinfSteelType = EHE_reinforcing_steel.B500S
negRebRow = defSeccionHASimple.MainReinfLayer()
negRebRow.setUp(nRebars=0,
rebarsDiam=0.0,
areaRebar=0.0,
width=datosScc1LosC.width,
cover=0.1)
datosScc1LosC.negatvRebarRows = [negRebRow]
posRebRow = defSeccionHASimple.MainReinfLayer()
posRebRow.setUp(nRebars=6,
rebarsDiam=26e-3,
areaRebar=(areaFi22 + areaFi26) / 2.0,
width=datosScc1LosC.width,
cover=0.05 + 0.026 / 2.0)
datosScc1LosC.positvRebarRows = [posRebRow]
#datosScc1LosC.negatvRebars.setUp(0,0.0,0.0,datosScc1LosC.width,0.1)
# Define available sections for the elements (spatial distribution of RC sections).
# It refers to the reinforced concrete sections associated with the element
# (i.e. for shell elements we typically define two RC sections, one for each
# main direction; in the case of beam elements the most common way is to define
# RC sections in the front and back ends of the elements)
reinfConcreteSectionDistribution = RCMaterialDistribution.RCMaterialDistribution(
)
sections = reinfConcreteSectionDistribution.sectionDefinition #creates an RC sections container
#Generic layers (rows of rebars). Other instance variables that we can define
#for MainReinfLayers are coverLat and nRebars.If we define nRebars that
#value overrides the rebarsSpacing
fi10s75r30 = defSeccionHASimple.MainReinfLayer(rebarsDiam=10e-3,
areaRebar=areaFi10,
rebarsSpacing=0.075,
width=0.25,
nominalCover=0.030)
fi16s75r30 = defSeccionHASimple.MainReinfLayer(rebarsDiam=16e-3,
areaRebar=areaFi16,
rebarsSpacing=0.075,
width=0.25,
nominalCover=0.030)
#instances of defSeccionHASimple.RecordRCSlabBeamSection that defines the
#variables that make up THE TWO reinforced concrete sections in the two
#reinforcement directions of a slab or the front and back ending sections
#of a beam element
beamRCsect = defSeccionHASimple.RecordRCSlabBeamSection(
name='beamRCsect',
sectionDescr='beam section',
from model import fix_node_6dof
__author__ = "Luis C. Pérez Tato (LCPT) and Ana Ortega (AOO)"
__copyright__ = "Copyright 2015, LCPT and AOO"
__license__ = "GPL"
__version__ = "3.0"
__email__ = "*****@*****.**"
datosScc1LosC = defSeccionHASimple.RecordRCSimpleSection()
datosScc1LosC.sectionName = "secHA1LosC"
datosScc1LosC.sectionDescr = "Losa. Tramo Central. Sección normal al eje X."
datosScc1LosC.concrType = EHE_concrete.HA25
datosScc1LosC.depth = 0.25
datosScc1LosC.width = 1.0
datosScc1LosC.reinfSteelType = EHE_reinforcing_steel.B500S
rebNeg = defSeccionHASimple.MainReinfLayer()
rebNeg.setUp(nRebars=5,
areaRebar=areaBarrasEHE.Fi10,
cover=0.025 + 0.010 + 0.010 / 2.0)
datosScc1LosC.negatvRebarRows = [rebNeg]
rebPos = defSeccionHASimple.MainReinfLayer()
rebNeg.setUp(nRebars=5,
areaRebar=areaBarrasEHE.Fi10,
cover=0.025 + 0.010 / 2.0)
datosScc1LosC.positvRebarRows = [rebPos]
# datosScc1LosC.nRebarsNeg= 5
# datosScc1LosC.areaRebarNeg= areaBarrasEHE.Fi10
# datosScc1LosC.coverNeg= 0.025+0.010+0.010/2.0
# datosScc1LosC.nRebarsPos= 5
# datosScc1LosC.areaRebarPos= areaBarrasEHE.Fi10