abaqus Python实例-操作excel文件.doc

abaqus Python实例操作excel文件目前处理数据离不开excel，所以pythoner必须学会用python操作excel表格。Python与excel交互方法也比较多，我一开始就接触的xlrd/xlwt包。直到现在也没有发现什么bug或者缺点，而且上次从ujs505那里知道Win32Com的方法在64bit系统下无效了，但是xlrd/xlwt方法依然好用，我欣喜万分。这里给出我一个从材料单轴拉伸数据TRA文件中处理得到拉伸过程中各种应力应变量并记录到excel中的例子，其实这个例子比较乱，但是实在没有时间给弄个明了的版本了。大家将就看看from math import *import sysimport reimport xlrdfrom xlwt import Workbookbook=Workbook()sheet=book.add_sheet(test_NT,cell_overwrite_ok=True)sheet1=book.add_sheet(engineer,cell_overwrite_ok=True)sheet2=book.add_sheet(True,cell_overwrite_ok=True)sheet3=book.add_sheet(Plastic,cell_overwrite_ok=True)sheet4=book.add_sheet(Plastic_modify,cell_overwrite_ok=True)total_nubmer=46nclown=0nclown_e=0nclown_t=0nclown_p=0nclown_pm=0for i in range(total_nubmer):myfile=tensile-+str(i+1)f=open(myfile+.TRA,r)engineer_strain=true_strain=engineer_stress=true_stress=plastic_strain=test_force=s1=f.readline()s2=f.readline()s3=f.readline()s4=f.readline()s1=re.sub(|t|;|n, ,s1)s1=re.split( +,s1)name=s12little=name-2:s2=re.sub(|t|;|n, ,s2)s2=re.split( +,s2)times=s22print name+run+str(times)bk=xlrd.open_workbook(Static report.xls)sh=bk.sheet_by_name(Stat)diameter=sh.cell_value(i+2,4)area=pi*(diameter)*2)/4E_modulus=sh.cell_value(i+2,7)state=Trues0=f.readlines()s0=s0-2s0=re.sub(;, ,s0)s0=re.split( +,s0)f.seek(0)s1=f.readline()s2=f.readline()s3=f.readline()s4=f.readline()while state:s=f.readline()s=re.sub(;, ,s)s=re.split( +,s)#print s#print s0if (s=EOF)|(s=s0):state=Falseelse:force=float(s1)eee=float(s0)/100.0sss=force/areatest_force.append(force)engineer_strain.append(eee)engineer_stress.append(sss)true_strain.append(log(1.0+eee)true_stress.append(sss*(1.0+eee)plastic_strain.append(log(1.0+eee)-sss*(1.0+eee)/E_modulus)f.close()#3simu_strain=simu_P_strain=simu_triax=simu_force=simu_E=204323.0simu_little=str(int(little)+3)simu_name=New_pass+simu_little+test.datprint refer to+simu_namesimu_f=open(simu_name,r)simu_state=Trues0=simu_f.readlines()s0=s0-1s0=re.sub(;, ,s0)s0=re.split( +,s0)#print s0simu_f.seek(0)simu_s1=simu_f.readline()while simu_state:simu_s2=simu_f.readline()simu_s2=re.sub(;, ,simu_s2)simu_s2=re.split( +,simu_s2)if (simu_s2=EOF)|(simu_s2=s0):simu_state=Falseelse:#print simu_s2s_force=float(simu_s25)s_eee=float(simu_s22)s_triax=float(simu_s23)s_sss=s_force/areasimu_force.append(s_force)simu_triax.append(s_triax)simu_strain.append(s_eee)simu_P_strain.append(log(1.0+s_eee)-s_sss*(1.0+s_eee)/simu_E)simu_f.close()#3nrows=3sheet.write(0,nclown,sample)sheet.write(0,nclown+2,name)sheet.write(1,nclown,area)sheet.write(1,nclown+2,area)sheet.write(1,nclown+1,diameter)sheet.write(1,nclown+3,E_modulus)sheet.write(1,nclown+4,E_modulus)sheet.write(2,nclown,E_strain)sheet.write(2,nclown+1,E_stress)sheet.write(2,nclown+2,T_strain)sheet.write(2,nclown+3,T_stress)sheet.write(2,nclown+4,PL_strain)for i in range(len(engineer_strain):sheet.write(nrows,nclown,engineer_straini)sheet.write(nrows,nclown+1,engineer_stressi)sheet.write(nrows,nclown+2,true_straini)sheet.write(nrows,nclown+3,true_stressi)sheet.write(nrows,nclown+4,plastic_straini)nrows+=1nclown+=5#output engineer strain and stressnrows=3sheet1.write(0,nclown_e,file)sheet1.write(0,nclown_e+1,myfile)sheet1.write(0,nclown_e+2,E_modulus)sheet1.write(0,nclown_e+3,E_modulus)sheet1.write(1,nclown_e,sample)sheet1.write(1,nclown_e+1,name)sheet1.write(1,nclown_e+2,run)sheet1.write(1,nclown_e+3,times)sheet1.write(2,nclown_e,E_strain)sheet1.write(2,nclown_e+1,E_stress)for i in range(len(engineer_strain):sheet1.write(nrows,nclown_e,engineer_straini)sheet1.write(nrows,nclown_e+1,engineer_stressi)nrows+=1nclown_e+=4#output true strain and stressnrows=3sheet2.write(0,nclown_t,file)sheet2.write(0,nclown_t+1,myfile)sheet2.write(0,nclown_t+2,E_modulus)sheet2.write(0,nclown_t+3,E_modulus)sheet2.write(1,nclown_t,sample)sheet2.write(1,nclown_t+1,name)sheet2.write(1,nclown_t+2,run)sheet2.write(1,nclown_t+3,times)sheet2.write(2,nclown_t,T_strain)sheet2.write(2,nclown_t+1,T_stress)for i in range(len(engineer_strain):sheet2.write(nrows,nclown_t,true_straini)sheet2.write(nrows,nclown_t+1,true_stressi)nrows+=1nclown_t+=4#output plastic strain and stressnrows=3sheet3.write(0,nclown_p,file)sheet3.write(0,nclown_p+1,myfile)sheet3.write(0,nclown_p+2,E_modulus)sheet3.write(0,nclown_p+3,E_modulus)sheet3.write(1,nclown_p,sample)sheet3.write(1,nclown_p+1,name)sheet3.write(1,nclown_p+2,run)sheet3.write(1,nclown_p+3,times)sheet3.write(2,nclown_p,PL_strain)sheet3.write(2,nclown_p+1,T_stress)for i in range(len(engineer_strain):sheet3.write(nrows,nclown_p,plastic_straini)sheet3.write(nrows,nclown_p+1,true_stressi)nrows+=1nclown_p+=4#output modified plastic strain and true stressnrows=3i_temp=1sheet4.write(0,nclown_pm,file)sheet4.write(0,nclown_pm+1,myfile)sheet4.write(0,nclown_pm+2,E_modulus)sheet4.write(0,nclown_pm+3,E_modulus)sheet4.write(1,nclown_pm,sample)sheet4.write(1,nclown_pm+1,name)sheet4.write(1,nclown_pm+2,run)sheet4.write(1,nclown_pm+3,times)sheet4.write(2,nclown_pm,PL_strain)sheet4.write(2,nclown_pm+1,Force)running=Truefor i in range(len(engineer_strain):if running:mincr=150temp_e=(test_forcei-test_forcei+mincr)/(plastic_straini-plastic_straini+mincr)if temp_e400000.0:i_temp=irunning=Falseelse:modifed_strain=engineer_straini-engineer_straini_tempmodifed_plastic_strain=log(1.0+modifed_strain)-engineer_stressi*(1.0+modifed_strain)/E_modulussheet4.write(nrows,nclown_pm,modifed_plastic_strain)sheet4.write(nrows,nclown_pm+1,test_forcei)nrows+=1#output simulation resultnrows=3sheet4.write(2,nclown_pm+2,PL_strain)sheet4.write(2,nclown_pm+3,Force)sheet4.write(2,nclown_pm+4,TRIAX)for j in range(len(simu_P_strain):sheet4.write(nrows,nclown_pm+2,simu_P_strainj)sheet4.write(nrows,nclown_pm+3,simu_forcej)sheet4.write(nrows,nclown_pm+4,simu_triaxj)nrows+=1#next file(Test result)nclown_pm+=5book.save(material_treat.xls)另一例子import csvfrom odbAccess import *from abaqusConstants import *filename=getInput(Please input the ODB file name)#下面这样都是我定义的字典或list，用来存保存提取数据的elementArea= elementConn=nodeArea =timeTP =#下面可以看做一般的从odb文件中提取结果的步骤#打开指定的odb文件odb=openOdb(path=filename)#得到assembly中所有的instanceinst=odb.rootAssembly.instances #或取第一个instance中的所有单元,因为我这个odb里面只有一个instance#.keys()方法可以获得一个list有所有的instance名字elments=instinst.keys()0.elements#下面一段对单元循环，得到每个单元的几个结点，然后记录下来for el in elments: label=el.label nodes=el.connectivity elementConnlabel=nodes#节点nodes=instinst.keys()0.nodesfor nd in nodes: label=nd.label nodeArealabel=0#打开