def OnInit(self):
self.com = commandparser()
self.worker = None
self.OnStart(None)
self.mainframe = MainFrame(None,self.com.model,self)
self.resframe = ResultFrame(self.mainframe,self.com.results)
self.mainframe.Show()
#self.resframe.Show()
pub.subscribe(self.OnCommand, "COMMAND")
pub.subscribe(self.OnGUI, "GUI")
pub.subscribe(self.OnGUIREFRESH, "GUIREFRESH")
redir = RedirectText(self.mainframe.TextMessage)
sys.stdout = redir
print '*Webfe desktop version started on %s' % datetime.datetime.now()
# Set up event handler for any worker thread results
EVT_RESULT(self,self.OnResult)
return True
def test_poledent():
c1 = commandparser()
c1.parser(
'*procedure_pole_imposedent,-1000,1000,50,60,100,20,50,50,True,True,-500,500'
)
c1.parser('*save_project,temp.pydat')
c1.parser('*export_marc_dat,default,dd.proc')
def post_dowel(filename):
c1 = commandparser()
c1.parser('*add_current_settings,filename,%s' % filename)
c1.parser(
'*macro_load,C:\\Users\\junlings\\Desktop\\dowel action\\codes Finite length\\plots\\popsrprocessf.mac'
)
def test_procedure_fillwrap():
c1 = commandparser()
#c1.parser('*procedure_pole_imposedent,-1543.5,1102.5,70,56,294,44,31,450,True,True,-441,441')
c1.parser(
'*procedure_pole_imposedent,-1543.5,1102.5,70,56,294,44,31,450,True,True,-441,441'
)
c1.parser('*save_project,temp.pydat')
c1.parser('*export_marc_dat,default,dd.proc')
def OnInit(self):
self.com = commandparser()
self.worker = None
self.OnStart(None)
self.mainframe = MainFrame(None, self.com.model, self)
self.resframe = ResultFrame(self.mainframe, self.com.results)
self.mainframe.Show()
#self.resframe.Show()
pub.subscribe(self.OnCommand, "COMMAND")
pub.subscribe(self.OnGUI, "GUI")
pub.subscribe(self.OnGUIREFRESH, "GUIREFRESH")
redir = RedirectText(self.mainframe.TextMessage)
sys.stdout = redir
print '*Webfe desktop version started on %s' % datetime.datetime.now()
# Set up event handler for any worker thread results
EVT_RESULT(self, self.OnResult)
return True
if self.resframe == None:
self.resframe = ResultFrame(self,self.results)
self.resframe.Show()
else:
try:
self.resframe.SetFocus()
self.resframe.OnResChange(event)
except:
self.resframe = ResultFrame(None,self.com.results)
self.resframe.Show()
elif 'show_figure' in request.data:
fkey = request.data.split(':')[1]
self.resframe.OnAddFigurePage(fkey)
if __name__ == '__main__':
for arg in sys.argv:
print arg
# take care of the command line inputs with mac file
if '-f' in sys.argv:
commandsys = commandparser()
commandsys.macro_load(sys.argv[2])
else:
app = MyApp(False)
app.MainLoop()
def post_dowel():
c1 = commandparser()
c1.parser('*macro_load,M:\\marcworking\\haider_beam\\postprocess new.mac')
def post_dowel():
c1 = commandparser()
c1.parser('*macro_load,M:\\marcworking\\dowel\\dowel_base\\full\\posyprocess.mac')
def post_dowel(filename):
c1 = commandparser()
c1.parser('*add_current_settings,filename,%s' % filename )
c1.parser('*macro_load,C:\\Users\\junlings\\Desktop\\dowel action\\codes Finite length\\plots\\popsrprocessf.mac')
elif request.data == 'show_resultframe':
if self.resframe == None:
self.resframe = ResultFrame(self, self.results)
self.resframe.Show()
else:
try:
self.resframe.SetFocus()
self.resframe.OnResChange(event)
except:
self.resframe = ResultFrame(None, self.com.results)
self.resframe.Show()
elif 'show_figure' in request.data:
fkey = request.data.split(':')[1]
self.resframe.OnAddFigurePage(fkey)
if __name__ == '__main__':
for arg in sys.argv:
print arg
# take care of the command line inputs with mac file
if '-f' in sys.argv:
commandsys = commandparser()
commandsys.macro_load(sys.argv[2])
else:
app = MyApp(False)
app.MainLoop()
def test_procedure_fillwrap():
c1 = commandparser()
#c1.parser('*procedure_pole_imposedent,-1543.5,1102.5,70,56,294,44,31,450,True,True,-441,441')
c1.parser('*procedure_pole_imposedent,-1543.5,1102.5,70,56,294,44,31,450,True,True,-441,441')
c1.parser('*save_project,temp.pydat')
c1.parser('*export_marc_dat,default,dd.proc')
def test_poledent():
c1 = commandparser()
c1.parser('*procedure_pole_imposedent,-1000,1000,50,60,100,20,50,50,True,True,-500,500')
c1.parser('*save_project,temp.pydat')
c1.parser('*export_marc_dat,default,dd.proc')
def post_dowel():
c1 = commandparser()
c1.parser(
'*macro_load,M:\\marcworking\\dowel\\dowel_base\\full\\posyprocess.mac'
)
def test_postprocess():
c1 = commandparser()
'''
c1.parser('*post_marc_t16_open,M:\\marcworking\\Tbeam_interface_tune\\1t1s\\1t1s_elastic.t16')
c1.parser('*post_marc_t16_addrequest,Time_837,Time,58.63,-1,1000,1')
c1.parser('*post_marc_t16_addrequest,Node Scalar_8481,Node Scalar,Displacement Y,MIDDLE_NODE,-1,1000,1')
c1.parser('*post_marc_t16_addrequest,Element Scalar_9571,Element Scalar,Comp 11 of Total Strain,0,MIDDLE_REBAR_ELEMENT,-1,1000,1')
c1.parser('*post_marc_t16_addrequest,Element Scalar_9668,Element Scalar,Comp 11 of Total Strain,-1,REBAR_ELEMENTS,-1,1e6,1')
c1.parser('*post_marc_t16_addrequest,BOTTOM_INTERFACE11,Element Scalar,Comp 11 of Stress,-1,BOTTOM_INTERFACE,-1,1e6,1')
c1.parser('*post_marc_t16_addrequest,TOP_INTERFACE11,Element Scalar,Comp 11 of Stress,-1,TOP_INTERFACE,-1,1e6,1')
c1.parser('*post_marc_t16_addrequest,BOTTOM_INTERFACE22,Element Scalar,Comp 22 of Stress,-1,BOTTOM_INTERFACE,-1,1e6,1')
c1.parser('*post_marc_t16_addrequest,TOP_INTERFACE22,Element Scalar,Comp 22 of Stress,-1,TOP_INTERFACE,-1,1e6,1')
c1.parser('*post_marc_t16_addrequest,BOTTOM_INTERFACE33,Element Scalar,Comp 33 of Stress,-1,BOTTOM_INTERFACE,-1,1e6,1')
c1.parser('*post_marc_t16_addrequest,TOP_INTERFACE33,Element Scalar,Comp 33 of Stress,-1,TOP_INTERFACE,-1,1e6,1')
c1.parser('*post_marc_t16_getdata')
c1.parser('*plot_edit_tdb_increment,RebarIncrments,Element Scalar_9668,-1,-1,1')
c1.parser('*plot_edit_tdb_increment,TopInterfaceIncrments11,TOP_INTERFACE11,-1,-1,1')
c1.parser('*plot_edit_tdb_increment,BotInterfaceIncrments11,BOTTOM_INTERFACE11,-1,-1,1')
c1.parser('*plot_edit_tdb_increment,TopInterfaceIncrments22,TOP_INTERFACE22,-1,-1,1')
c1.parser('*plot_edit_tdb_increment,BotInterfaceIncrments22,BOTTOM_INTERFACE22,-1,-1,1')
c1.parser('*plot_edit_tdb_increment,TopInterfaceIncrments33,TOP_INTERFACE33,-1,-1,1')
c1.parser('*plot_edit_tdb_increment,BotInterfaceIncrments33,BOTTOM_INTERFACE33,-1,-1,1')
c1.parser('*import_marc_dat,M:\\marcworking\\Tbeam_interface_tune\\1t1s\\1t1s_elastic.dat,Extended')
# read csv test results
c1.parser('*post_plain_new')
c1.parser('*post_plain_filelist ,M:\\marcworking\\Tbeam_interface_tune\\1t1s\\s_1t1s_hook.csv')
# update the units of the FEM results
c1.parser('*plot_edit_tdb_table_unit,Node Scalar_8481,0:0,in.')
c1.parser('*plot_edit_tdb_table_unit,Time_837,0:0,kip')
c1.parser('*post_save,tt.pyres')
c1.parser('*save_project,tt.pydat')
'''
c1.parser('*open_project,tt.pydat')
c1.parser('*post_load,tt.pyres')
c1.parser(
'*plot_edit_tdb_coordlist,BOTTOM_INTERFACE11,BOTTOM_INTERFACE_coord')
c1.parser('*plot_edit_tdb_coordlist,TOP_INTERFACE11,TOP_INTERFACE_coord')
c1.parser('*plot_edit_tdb_coordlist,Element Scalar_9668,Rebar Location')
# add load versus displacement curve
c1.parser(
'*plot_pdata_add,plot_448,Node Scalar_8481:Node_865|col_flipsign,Time_837:time'
)
c1.parser('*plot_pdata_add,plot_448,s_1t1s_hook:S.Pot-3,s_1t1s_hook:Load')
c1.parser('*plot_figure_add,plot_448,plot_448,test,line-one axis')
c1.parser('*plot_figure_save,plot_448,jpg,loaddisp.jpg')
# add load versus bottom strain curve
c1.parser(
'*plot_pdata_add,plot_strain,Element Scalar_9571:Elem_240-0,Time_837:time'
)
c1.parser('*plot_pdata_add,plot_strain,s_1t1s_hook:S.G-0,s_1t1s_hook:Load')
c1.parser('*plot_figure_add,plot_strain,plot_strain,test,line-one axis')
c1.parser('*plot_figure_save,plot_strain,jpg,loadstrain.jpg')
# add rebar strain distribution for certain increment
c1.parser(
'*plot_pdata_add,plot_rebstrain,Rebar Location:Coord X,RebarIncrments:10'
)
c1.parser(
'*plot_pdata_add,plot_rebstrain,Rebar Location:Coord X,RebarIncrments:20'
)
c1.parser(
'*plot_pdata_add,plot_rebstrain,Rebar Location:Coord X,RebarIncrments:30'
)
c1.parser(
'*plot_pdata_add,plot_rebstrain,Rebar Location:Coord X,RebarIncrments:40'
)
c1.parser(
'*plot_pdata_add,plot_rebstrain,Rebar Location:Coord X,RebarIncrments:49'
)
c1.parser(
'*plot_figure_add,plot_rebstrain,plot_rebstrain,test,line-one axis')
c1.parser('*plot_figure_save,plot_rebstrain,jpg,rebarstrainincr.jpg')
# add rebar strain distribution for certain increment
c1.parser(
'*plot_pdata_add,plot_topstrain11,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments11:10'
)
c1.parser(
'*plot_pdata_add,plot_topstrain11,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments11:20'
)
c1.parser(
'*plot_pdata_add,plot_topstrain11,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments11:30'
)
c1.parser(
'*plot_pdata_add,plot_topstrain11,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments11:40'
)
c1.parser(
'*plot_pdata_add,plot_topstrain11,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments11:49'
)
c1.parser(
'*plot_figure_add,plot_topstrain11,plot_topstrain11,test,line-one axis'
)
c1.parser('*plot_figure_save,plot_topstrain11,jpg,topstrainincr11.jpg')
# add rebar strain distribution for certain increment
c1.parser(
'*plot_pdata_add,plot_botstrain11,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments11:10'
)
c1.parser(
'*plot_pdata_add,plot_botstrain11,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments11:20'
)
c1.parser(
'*plot_pdata_add,plot_botstrain11,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments11:30'
)
c1.parser(
'*plot_pdata_add,plot_botstrain11,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments11:40'
)
c1.parser(
'*plot_pdata_add,plot_botstrain11,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments11:49'
)
c1.parser(
'*plot_figure_add,plot_botstrain11,plot_botstrain11,test,line-one axis'
)
c1.parser('*plot_figure_save,plot_botstrain11,jpg,botstrainincr11.jpg')
# add rebar strain distribution for certain increment
c1.parser(
'*plot_pdata_add,plot_topstrain22,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments22:10'
)
c1.parser(
'*plot_pdata_add,plot_topstrain22,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments22:20'
)
c1.parser(
'*plot_pdata_add,plot_topstrain22,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments22:30'
)
c1.parser(
'*plot_pdata_add,plot_topstrain22,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments22:40'
)
c1.parser(
'*plot_pdata_add,plot_topstrain22,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments22:49'
)
c1.parser(
'*plot_figure_add,plot_topstrain22,plot_topstrain22,test,line-one axis'
)
c1.parser('*plot_figure_save,plot_topstrain22,jpg,topstrainincr22.jpg')
# add rebar strain distribution for certain increment
c1.parser(
'*plot_pdata_add,plot_botstrain22,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments22:10'
)
c1.parser(
'*plot_pdata_add,plot_botstrain22,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments22:20'
)
c1.parser(
'*plot_pdata_add,plot_botstrain22,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments22:30'
)
c1.parser(
'*plot_pdata_add,plot_botstrain22,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments22:40'
)
c1.parser(
'*plot_pdata_add,plot_botstrain22,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments22:49'
)
c1.parser(
'*plot_figure_add,plot_botstrain22,plot_botstrain22,test,line-one axis'
)
c1.parser('*plot_figure_save,plot_botstrain22,jpg,botstrainincr22.jpg')
# add rebar strain distribution for certain increment
c1.parser(
'*plot_pdata_add,plot_topstrain33,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments33:10'
)
c1.parser(
'*plot_pdata_add,plot_topstrain33,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments33:20'
)
c1.parser(
'*plot_pdata_add,plot_topstrain33,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments33:30'
)
c1.parser(
'*plot_pdata_add,plot_topstrain33,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments33:40'
)
c1.parser(
'*plot_pdata_add,plot_topstrain33,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments33:49'
)
c1.parser(
'*plot_figure_add,plot_topstrain33,plot_topstrain33,test,line-one axis'
)
c1.parser('*plot_figure_save,plot_topstrain33,jpg,topstrainincr33.jpg')
# add rebar strain distribution for certain increment
c1.parser(
'*plot_pdata_add,plot_botstrain33,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments33:10'
)
c1.parser(
'*plot_pdata_add,plot_botstrain33,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments33:20'
)
c1.parser(
'*plot_pdata_add,plot_botstrain33,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments33:30'
)
c1.parser(
'*plot_pdata_add,plot_botstrain33,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments33:40'
)
c1.parser(
'*plot_pdata_add,plot_botstrain33,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments33:49'
)
c1.parser(
'*plot_figure_add,plot_botstrain33,plot_botstrain33,test,line-one axis'
)
c1.parser('*plot_figure_save,plot_botstrain33,jpg,botstrainincr33.jpg')
#c1.results.save('tt.pyres')
#c1.parser('*save_project,tt.pydat')
print 1
def test_procedure_interfaceshear():
c1 = commandparser()
#c1.parser('*procedure_pole_imposedent,-1543.5,1102.5,70,56,294,44,31,450,True,True,-441,441')
c1.parser('*procedure_interface3d,single,40,40,0,80,20,10,2,2')
c1.parser('*save_project,temp.pydat')
c1.parser('*export_marc_dat,default,dd.proc')
def test_procedure_interfaceshear():
c1 = commandparser()
#c1.parser('*procedure_pole_imposedent,-1543.5,1102.5,70,56,294,44,31,450,True,True,-441,441')
c1.parser('*procedure_interface3d,single,40,40,0,80,20,10,2,2')
c1.parser('*save_project,temp.pydat')
c1.parser('*export_marc_dat,default,dd.proc')
def post_dowel():
c1 = commandparser()
c1.parser('*macro_load,M:\\marcworking\\haider_beam\\postprocess new.mac')
def test_postprocess():
c1 = commandparser()
'''
c1.parser('*post_marc_t16_open,M:\\marcworking\\Tbeam_interface_tune\\1t1s\\1t1s_elastic.t16')
c1.parser('*post_marc_t16_addrequest,Time_837,Time,58.63,-1,1000,1')
c1.parser('*post_marc_t16_addrequest,Node Scalar_8481,Node Scalar,Displacement Y,MIDDLE_NODE,-1,1000,1')
c1.parser('*post_marc_t16_addrequest,Element Scalar_9571,Element Scalar,Comp 11 of Total Strain,0,MIDDLE_REBAR_ELEMENT,-1,1000,1')
c1.parser('*post_marc_t16_addrequest,Element Scalar_9668,Element Scalar,Comp 11 of Total Strain,-1,REBAR_ELEMENTS,-1,1e6,1')
c1.parser('*post_marc_t16_addrequest,BOTTOM_INTERFACE11,Element Scalar,Comp 11 of Stress,-1,BOTTOM_INTERFACE,-1,1e6,1')
c1.parser('*post_marc_t16_addrequest,TOP_INTERFACE11,Element Scalar,Comp 11 of Stress,-1,TOP_INTERFACE,-1,1e6,1')
c1.parser('*post_marc_t16_addrequest,BOTTOM_INTERFACE22,Element Scalar,Comp 22 of Stress,-1,BOTTOM_INTERFACE,-1,1e6,1')
c1.parser('*post_marc_t16_addrequest,TOP_INTERFACE22,Element Scalar,Comp 22 of Stress,-1,TOP_INTERFACE,-1,1e6,1')
c1.parser('*post_marc_t16_addrequest,BOTTOM_INTERFACE33,Element Scalar,Comp 33 of Stress,-1,BOTTOM_INTERFACE,-1,1e6,1')
c1.parser('*post_marc_t16_addrequest,TOP_INTERFACE33,Element Scalar,Comp 33 of Stress,-1,TOP_INTERFACE,-1,1e6,1')
c1.parser('*post_marc_t16_getdata')
c1.parser('*plot_edit_tdb_increment,RebarIncrments,Element Scalar_9668,-1,-1,1')
c1.parser('*plot_edit_tdb_increment,TopInterfaceIncrments11,TOP_INTERFACE11,-1,-1,1')
c1.parser('*plot_edit_tdb_increment,BotInterfaceIncrments11,BOTTOM_INTERFACE11,-1,-1,1')
c1.parser('*plot_edit_tdb_increment,TopInterfaceIncrments22,TOP_INTERFACE22,-1,-1,1')
c1.parser('*plot_edit_tdb_increment,BotInterfaceIncrments22,BOTTOM_INTERFACE22,-1,-1,1')
c1.parser('*plot_edit_tdb_increment,TopInterfaceIncrments33,TOP_INTERFACE33,-1,-1,1')
c1.parser('*plot_edit_tdb_increment,BotInterfaceIncrments33,BOTTOM_INTERFACE33,-1,-1,1')
c1.parser('*import_marc_dat,M:\\marcworking\\Tbeam_interface_tune\\1t1s\\1t1s_elastic.dat,Extended')
# read csv test results
c1.parser('*post_plain_new')
c1.parser('*post_plain_filelist ,M:\\marcworking\\Tbeam_interface_tune\\1t1s\\s_1t1s_hook.csv')
# update the units of the FEM results
c1.parser('*plot_edit_tdb_table_unit,Node Scalar_8481,0:0,in.')
c1.parser('*plot_edit_tdb_table_unit,Time_837,0:0,kip')
c1.parser('*post_save,tt.pyres')
c1.parser('*save_project,tt.pydat')
'''
c1.parser('*open_project,tt.pydat')
c1.parser('*post_load,tt.pyres')
c1.parser('*plot_edit_tdb_coordlist,BOTTOM_INTERFACE11,BOTTOM_INTERFACE_coord')
c1.parser('*plot_edit_tdb_coordlist,TOP_INTERFACE11,TOP_INTERFACE_coord')
c1.parser('*plot_edit_tdb_coordlist,Element Scalar_9668,Rebar Location')
# add load versus displacement curve
c1.parser('*plot_pdata_add,plot_448,Node Scalar_8481:Node_865|col_flipsign,Time_837:time')
c1.parser('*plot_pdata_add,plot_448,s_1t1s_hook:S.Pot-3,s_1t1s_hook:Load')
c1.parser('*plot_figure_add,plot_448,plot_448,test,line-one axis')
c1.parser('*plot_figure_save,plot_448,jpg,loaddisp.jpg')
# add load versus bottom strain curve
c1.parser('*plot_pdata_add,plot_strain,Element Scalar_9571:Elem_240-0,Time_837:time')
c1.parser('*plot_pdata_add,plot_strain,s_1t1s_hook:S.G-0,s_1t1s_hook:Load')
c1.parser('*plot_figure_add,plot_strain,plot_strain,test,line-one axis')
c1.parser('*plot_figure_save,plot_strain,jpg,loadstrain.jpg')
# add rebar strain distribution for certain increment
c1.parser('*plot_pdata_add,plot_rebstrain,Rebar Location:Coord X,RebarIncrments:10')
c1.parser('*plot_pdata_add,plot_rebstrain,Rebar Location:Coord X,RebarIncrments:20')
c1.parser('*plot_pdata_add,plot_rebstrain,Rebar Location:Coord X,RebarIncrments:30')
c1.parser('*plot_pdata_add,plot_rebstrain,Rebar Location:Coord X,RebarIncrments:40')
c1.parser('*plot_pdata_add,plot_rebstrain,Rebar Location:Coord X,RebarIncrments:49')
c1.parser('*plot_figure_add,plot_rebstrain,plot_rebstrain,test,line-one axis')
c1.parser('*plot_figure_save,plot_rebstrain,jpg,rebarstrainincr.jpg')
# add rebar strain distribution for certain increment
c1.parser('*plot_pdata_add,plot_topstrain11,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments11:10')
c1.parser('*plot_pdata_add,plot_topstrain11,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments11:20')
c1.parser('*plot_pdata_add,plot_topstrain11,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments11:30')
c1.parser('*plot_pdata_add,plot_topstrain11,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments11:40')
c1.parser('*plot_pdata_add,plot_topstrain11,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments11:49')
c1.parser('*plot_figure_add,plot_topstrain11,plot_topstrain11,test,line-one axis')
c1.parser('*plot_figure_save,plot_topstrain11,jpg,topstrainincr11.jpg')
# add rebar strain distribution for certain increment
c1.parser('*plot_pdata_add,plot_botstrain11,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments11:10')
c1.parser('*plot_pdata_add,plot_botstrain11,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments11:20')
c1.parser('*plot_pdata_add,plot_botstrain11,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments11:30')
c1.parser('*plot_pdata_add,plot_botstrain11,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments11:40')
c1.parser('*plot_pdata_add,plot_botstrain11,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments11:49')
c1.parser('*plot_figure_add,plot_botstrain11,plot_botstrain11,test,line-one axis')
c1.parser('*plot_figure_save,plot_botstrain11,jpg,botstrainincr11.jpg')
# add rebar strain distribution for certain increment
c1.parser('*plot_pdata_add,plot_topstrain22,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments22:10')
c1.parser('*plot_pdata_add,plot_topstrain22,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments22:20')
c1.parser('*plot_pdata_add,plot_topstrain22,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments22:30')
c1.parser('*plot_pdata_add,plot_topstrain22,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments22:40')
c1.parser('*plot_pdata_add,plot_topstrain22,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments22:49')
c1.parser('*plot_figure_add,plot_topstrain22,plot_topstrain22,test,line-one axis')
c1.parser('*plot_figure_save,plot_topstrain22,jpg,topstrainincr22.jpg')
# add rebar strain distribution for certain increment
c1.parser('*plot_pdata_add,plot_botstrain22,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments22:10')
c1.parser('*plot_pdata_add,plot_botstrain22,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments22:20')
c1.parser('*plot_pdata_add,plot_botstrain22,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments22:30')
c1.parser('*plot_pdata_add,plot_botstrain22,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments22:40')
c1.parser('*plot_pdata_add,plot_botstrain22,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments22:49')
c1.parser('*plot_figure_add,plot_botstrain22,plot_botstrain22,test,line-one axis')
c1.parser('*plot_figure_save,plot_botstrain22,jpg,botstrainincr22.jpg')
# add rebar strain distribution for certain increment
c1.parser('*plot_pdata_add,plot_topstrain33,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments33:10')
c1.parser('*plot_pdata_add,plot_topstrain33,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments33:20')
c1.parser('*plot_pdata_add,plot_topstrain33,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments33:30')
c1.parser('*plot_pdata_add,plot_topstrain33,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments33:40')
c1.parser('*plot_pdata_add,plot_topstrain33,TOP_INTERFACE_coord:Coord X,TopInterfaceIncrments33:49')
c1.parser('*plot_figure_add,plot_topstrain33,plot_topstrain33,test,line-one axis')
c1.parser('*plot_figure_save,plot_topstrain33,jpg,topstrainincr33.jpg')
# add rebar strain distribution for certain increment
c1.parser('*plot_pdata_add,plot_botstrain33,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments33:10')
c1.parser('*plot_pdata_add,plot_botstrain33,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments33:20')
c1.parser('*plot_pdata_add,plot_botstrain33,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments33:30')
c1.parser('*plot_pdata_add,plot_botstrain33,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments33:40')
c1.parser('*plot_pdata_add,plot_botstrain33,BOTTOM_INTERFACE_coord:Coord X,BotInterfaceIncrments33:49')
c1.parser('*plot_figure_add,plot_botstrain33,plot_botstrain33,test,line-one axis')
c1.parser('*plot_figure_save,plot_botstrain33,jpg,botstrainincr33.jpg')
#c1.results.save('tt.pyres')
#c1.parser('*save_project,tt.pydat')
print 1
