import xc_base
import geom
import xc
from solution import predefined_solutions
from model import predefined_spaces
from model import fix_node_6dof
from materials import typical_materials
__author__ = "Luis C. Pérez Tato (LCPT)"
__copyright__ = "Copyright 2014, LCPT"
__license__ = "GPL"
__version__ = "3.0"
__email__ = "*****@*****.**"
# Rectangular cross-section definition
scc10x20 = sccRectg.sccRectang()
scc10x20.b = 10 # Cross-section width(cm)
scc10x20.h = 20 # cross-section depth (cm)
scc10x20.nDivIJ = 32 #number of cells in IJ (width) direction
scc10x20.nDivJK = 32 #number of cells in JK (height) direction
import os
pth = os.path.dirname(__file__)
if (not pth):
pth = "."
#print "pth= ", pth
execfile(pth + "/macros_test_fiber_section.py")
fy = 2600 # Tensión de cedencia of the material expressed in kp/cm2.
E = 2.1e6 # Young’s modulus of the material (kp/cm2).
from misc import banco_pruebas_scc3d import xc_base import geom import xc from solution import predefined_solutions from model import predefined_spaces from model import fix_node_6dof from materials import typical_materials __author__= "Luis C. Pérez Tato (LCPT) and Ana Ortega (A_OO)" __copyright__= "Copyright 2015, LCPT and AO_O" __license__= "GPL" __version__= "3.0" __email__= "[email protected] [email protected]" scc1x1= sccRectg.sccRectang() scc1x1.b= 1 # Cross section width expressed in cm. scc1x1.h= 1 # Cross section depth expressed in cm. scc1x1.nDivIJ= 32 scc1x1.nDivJK= 32 import os pth= os.path.dirname(__file__) if(not pth): pth= "." #print "pth= ", pth execfile(pth+"/macros_test_fiber_section.py") fy= 2600 # yield strength [kp/cm2]. E= 1e6 # elastic moculus [kp/cm2].