def plotDesignStressStrainDiagram(self,preprocessor,path=''):
if self.materialDiagramD== None:
self.defDiagD(preprocessor)
if self.tensionStiffparam==None:
retval= graph_material.UniaxialMaterialDiagramGraphic(epsMin=self.epsilonU(),epsMax=0,title=self.materialName + ' design stress-strain diagram')
else:
retval= graph_material.UniaxialMaterialDiagramGraphic(epsMin=self.epsilonU(),epsMax=20*self.fctd()/self.E0(),title=self.materialName + ' design stress-strain diagram')
retval.setupGraphic(plt,self.materialDiagramD)
fileName= path+self.materialName+'_design_stress_strain_diagram'
retval.savefig(plt,fileName+'.jpeg')
return retval
def plotDesignStressStrainDiagram(self,preprocessor,path=''):
'''Draws the steel design diagram.'''
if self.materialDiagramD== None:
self.defDiagD(preprocessor)
retval= mg.UniaxialMaterialDiagramGraphic(-0.016,0.016, self.materialName + ' design stress-strain diagram')
retval.setupGraphic(plt,self.materialDiagramD)
fileName= path+self.materialName+'_design_stress_strain_diagram'
retval.savefig(plt,fileName+'.jpeg')
retval.savefig(plt,fileName+'.eps')
return retval
def report_concrete02(concrDiag, paramTensStiffening, grTitle, grFileName,
texFileName):
'''return a LaTeX table that depicts the concrete compressive,
tensile and tension-stiffening properties as well as its
stress-strain graphic.
:param concrDiag: concrete material of type concrete02
:param paramTensStiffening: instance of the object
concrete_base.paramTensStiffness that defines the parameters
of tension stiffness.
:param grTitle: title for the graphic
:param grFileName: name of the graphics file
:param texFileName: name of the LaTeX file
'''
grph = graph_material.UniaxialMaterialDiagramGraphic(
epsMin=concrDiag.epscu,
epsMax=paramTensStiffening.eps_y,
title=grTitle)
grph.setupGraphic(plt, concrDiag)
grph.savefig(plt, grFileName + '.png')
grph.savefig(plt, grFileName + '.eps')
concrRep = ConcreteReport(concrDiag)
grFileNameNoPath = grFileName.split('/')[grFileName.count('/')]
f = open(texFileName, 'w')
f.write('\\documentclass{article} \n')
f.write('\\usepackage{graphicx} \n')
f.write('\\usepackage{multirow} \n')
f.write('\\usepackage{wasysym} \n')
f.write('\\usepackage{gensymb} \n')
f.write('\\begin{document} \n')
f.write('\\begin{table} \n')
f.write('\\begin{center} \n')
f.write('\\begin{tabular}{ll} \n')
f.write('\\begin{minipage}{95mm} \n')
f.write('\\vspace{2mm} \n')
f.write('\\begin{center} \n')
f.write('\\includegraphics[width=90mm]{' + grFileNameNoPath + '} \n')
f.write('\\end{center} \n')
f.write('\\vspace{1pt} \n')
f.write('\\end{minipage} & \n')
f.write('\\begin{tabular}{lr} \n')
f.write(concrRep.tableCompress())
f.write(concrRep.tableTens())
f.write(concrRep.tableTensStiff(paramTensStiffening))
f.write('\\end{tabular} \n')
f.write('\\end{tabular} \n')
f.write('\\end{center} \n')
f.write('\\end{table} \n')
f.write('\\end{document} \n')
f.close()
return
print 'hceff_EC2= ', hceff_EC2
Aceff_EC2_gross = sccEl1.getGrossEffectiveConcreteArea(hceff_EC2)
print 'Aceff_EC2_gross= ', Aceff_EC2_gross
Aceff_EC2_net = sccEl1.getNetEffectiveConcreteArea(hceff_EC2, 'tensSetFb',
15.0)
print 'Aceff_EC2_net= ', Aceff_EC2_net
quit()
### FIGURES & REPORTS
# #report concrete material
from postprocess.reports import graph_material
import matplotlib.pyplot as plt
stressStrainDiag = graph_material.UniaxialMaterialDiagramGraphic(
epsMin=concrete.epsilonU(),
epsMax=-concrete.epsilonU(),
title='hola mundo')
# strain=stressStrainDiag.getStrains()
# stress=stressStrainDiag.getStresses(diag=concrDiagram)
stressStrainDiag.setupGraphic(plt=plt, materialDiagram=concrDiagram)
stressStrainDiag.show(plt)
for f in setsRCEl1.concrFibers.fSet:
print 'y= ', f.getLocY(), 'z= ', f.getLocZ(), 'stress =', f.getForce(
) / f.getArea() * 1e-6, 'strain= ', f.getStrain()
'''
# #plot cross-section strains and stresses
from postprocess import utils_display
# '''
# fiberSet: set of fibers to be represented
# title: general title for the graphic
