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ID:44207882
大小:263.59 KB
页数:7页
时间:2019-10-19
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1、机械工程04-1班作业1平面桁架问题解:⑴建模、加载、求解(2)查看结果,变形前后对比DISPLACEMENTSTEP=1SUB=1TIME=1DMX=19APR/PRNSOLCommand~Fii^PRINTUNODALSOLUTIONPERNODE*****POST1NODALDEGREEOFFREEDOMLISTING*****LOADSTEP=1SUBSTEP=1TIME=1.0000LOADCASE=0THEFOLLOWINGDEGREEOFFREEDOMRESULTSAREINGLOBALCOORDINATESNODEUXUVU
2、ZUSUM1-0・50955E-05-0・39453E-040.00000・39781E-042-0・50955E-05-0・19508E-040.00000・20162E-0430・50955E-05-0・22056E-040■00000.22637E-0440.00000.00000.00000.000050■00000■00000.00000■0000MAXIMUMABSOLUTEUALUESNODE3101UALUE0■50955E-05-0•39453E-040.00000.39781E-042)各杆内里FX及应力SXAPRETAB
3、CommandL‘1FilePRINTELEMENTTABLEITEMSPERELEMENTmmmmmPOST1ELEMENTTABLELISTINGmmmmmSTATCURRENTCURRENTELEMSMISlLSI10・13298E-1167763E-0921414・20・72062E+063—1000.0一0・50955E+064-2000.0-0.10191E+0752828.40・14412E+0762000.00・10191E+0?70.00000■0000MINIMUI1UALUESELEM44UALUE-2000•0-0.1
4、0191E*0?MAXIMUMUALUES3)支座反力APRRSOLCommandFilePRINTREACTIONSOLUTIONSPERNODE*****POST1TOTALREACTIONSOLUTIONLISTING*****LOADSTEP=1SUBSTEP=TIME=1.0000LOADCASE=0THEFOLLOWINGX,¥,ZSOLUTIONSAREINGLOBALCOORDINATESNODEFXF¥2000.00■00005—4000■02000.0TOTALUALUES2000.0UALUE-2000.0作业2平面刚架
5、问题解:(1)建模、加载、求解ELEMENTSELEMNUM八110^11910897867564534231.._1nL—
6、"111±31214131514161517161817191820192120(2)查看结果、变形情况对比DISPLACEMENTSTEP=1SUB=1TIME=1DMX=.121E-0531■「经竺尹为…匹苜苛…尹孑…孑可…h花二匚三戈:壬亠—:11__1312I141315:14i卜615171)总位移中最大位移及所在位置*****POST1NODALPRINTUNODALSOLUTIONPERNOD
7、EDEGREEOFFREEDOMLISTINGLOADSTEP=1SUBSTEP二1TIME=1.0000LOADCASE=0THEFOLLOWINGDEGREEOFFREEDOMRESULTSAREINGLOBALCOORDINATESNODEUXUYUZUSUM10.00000.00000.00000.000020.48077E-06-0.48077E-060.00000.67991E-0630.48077E-07-0.13496E-060.00000.14327E-0640.96154E-07-0.43400E-060.00000.44
8、452E-0650.14423E-06-0.76535E-060.00000.77882E-0660.19231E-06-0.10332E-050.00000.10510E-0570.24038E-06-0.11779E-050.00000.12022E-0580.28846E-06-0.U755E-050.00000.12104E-0590.33654E-06-0.10384E-050.00000.10916E-05100.38462E-06-0.81477E-060.00000.90099E-06110.43269E-06-0.58881
9、E-060.00000.73070E-06120.00000.00000.00000.0000130.53231E-06-0.43269E-060.00000.68
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