# 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.')