ANSYS_工学_高等教育_教育专区 7页

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\n/\PRNSOLCommand~Fii^PRINTUNODALSOLUTIONPERNODE*****POST1NODALDEGREEOFFREEDOMLISTING*****LOADSTEP=1SUBSTEP=1TIME=1.0000LOADCASE=0THEFOLLOWINGDEGREEOFFREEDOMRESULTSAREINGLOBALCOORDINATESNODEUXUVUZUSUM1-0・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SXAPRETABCommandL‘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•0-0.10191E*0?MAXIMUMUALUES\n3)支座反力APRRSOLCommandFilePRINTREACTIONSOLUTIONSPERNODE*****POST1TOTALREACTIONSOLUTIONLISTING*****LOADSTEP=1SUBSTEP=TIME=1.0000LOADCASE=0THEFOLLOWINGX,¥,ZSOLUTIONSAREINGLOBALCOORDINATESNODEFXF¥2000.00■00005—4000■02000.0TOTALUALUES2000.0UALUE-2000.0\n作业2平面刚架问题解：(1)建模、加载、求解ELEMENTSELEMNUM八110^11910897867564534231.._1nL—|"111±31214131514161517161817191820192120(2)查看结果、变形情况对比\nDISPLACEMENTSTEP=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__\13\12I14\13\15:14i卜6\15\171）总位移中最大位移及所在位置*****POST1NODALPRINTUNODALSOLUTIONPERNODEDEGREEOFFREEDOMLISTINGLOADSTEP=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-060.00000.44452E-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-06-0.58881E-060.00000.73070E-06120.00000.00000.00000.0000\n130.53231E-06-0.43269E-060.00000.68598E-06140.65077E-06-0.38462E-060.00000.75593E-06150.78192E-06-0.33654E-060.00000.85127E-06160.87154E-06-0.28846E-060.00000.91804E-06170.86538E-06-0.24038E-060.00000.89815E-06180.72923E-06-0.19231E-060.00000.75416E-06190.50885E-06-0.14423E-060.00000.52889E-06200.27000E-06-0.96154E-070.00000.28661E-06210.78461E-07-0.48077E-070.00000.92020E-07MAXIMUMABSOLUTEVALUESNODE16708VALUE0.87154E-06-0.11779E-050.00000.12104E-052）最大应力、轴向应力及所在位置TABLELISTING*****PRINTELEMENTTABLEITEMSPERELEMENTSTATCURRENTCURRENTELEMNMTS1LSI10.11231E+06-19231.245200.-19231.3-7507.7-19231.47353.8-19231.531261・-19231.640769.-19231.735877.-19231.816585.-19231.9-1710&-19231.102673&-19231.1129231・-19231.127538.4-19231.13-14154.-19231.14-2615.4-19231.1519077.-19231.1640769.-19231.1714462.-19231.18-11846.-19231.19-307.70-19231.2026000.-19231.MINIMUMVALUESELEM911VALUE-17108.-19231.*****POST1ELEMENT\nMAXIMUMVALUESELEM11VALUE0.11231E+06-19231.3）支座反力SOLUTIONSAREINGLOBALCOORDINATESPRINTFREACTIONSOLUTIONSPERNODE*****P0ST1TOTALREACTIONSOLUTIONLISTING*****LOADSTEP=0T1ME=1.0000SUBSTEP=1LOADCASE=0THEFOLLOWINGX,Y,ZNODEFX1-9615.412-4384.6FY12385.TOTALVALUESVALUE-14000.9615.422000.