# Design stress-strain diagram of B500S steel
import xc_base
import geom
import xc
from materials.ehe import EHE_materials
from materials import concrete_base
__author__ = "Luis C. Pérez Tato (LCPT) and Ana Ortega (AOO)"
__copyright__ = "Copyright 2015, LCPT and AOO"
__license__ = "GPL"
__version__ = "3.0"
__email__ = "*****@*****.**"
# Model definition
feProblem = xc.FEProblem()
feProblem.logFileName = "/tmp/erase.log" # Para no imprimir mensajes de advertencia
preprocessor = feProblem.getPreprocessor
# Define materials
errMax = concrete_base.testReinfSteelDesignDiagram(preprocessor,
EHE_materials.B500S)
# print "errMax= ",(errMax)
import os
from miscUtils import LogMessages as lmsg
fname = os.path.basename(__file__)
if errMax < 1e-10:
print "test ", fname, ": ok."
else:
lmsg.error(fname + ' ERROR.')
# Design stress-strain diagram of B500S steel import xc_base import geom import xc from materials.ehe import EHE_materials from materials import concrete_base __author__= "Luis C. Pérez Tato (LCPT) and Ana Ortega (AOO)" __copyright__= "Copyright 2015, LCPT and AOO" __license__= "GPL" __version__= "3.0" __email__= "*****@*****.**" # Model definition feProblem= xc.FEProblem() feProblem.logFileName= "/tmp/erase.log" # Para no imprimir mensajes de advertencia preprocessor= feProblem.getPreprocessor # Define materials errMax= concrete_base.testReinfSteelDesignDiagram(preprocessor, EHE_materials.B500S) # print "errMax= ",(errMax) import os from miscUtils import LogMessages as lmsg fname= os.path.basename(__file__) if errMax<1e-10: print "test ",fname,": ok." else: lmsg.error(fname+' ERROR.')
