《ANSYS 复合材料层合板受压分析》由会员分享，可在线阅读，更多相关《ANSYS 复合材料层合板受压分析（4页珍藏版）》请在金锄头文库上搜索。
1、T1TemperaturESEXEYEZPRXYPRYZPRXZGXYGYZGXZ Dimensionslu xi_L 匚 an日 Volumes田 Arbitrary日 BlockBy 2 Corners & 0 By Gentry Corm, 園H C * J划网，单元大小控制，选线的艺术Plot PlotCtrls WorkFReplotKeypointsLinesAreasVolumesSpecified EntitiesNodesElementsLayered ElementsLA.YLIST Li st Layer ed ElHrnentsLayered elemerLt to b
2、e lietmd.LAY孔 LAYE2Elast m u dilliie EX|Shear modul GXYMplabl 1stmater prop to listMplab2 2ndprop to liet加载求解（静态分析）Analysis OptionsWrite Items to Results File（* All solution itemsBasic quantitiesUser selectedTime ControlTime at end of loadstep 1 Automatic time stepping Off 灯 Number of substeps incre
3、mentNodal DOF Solution Nodal Reaction Loads Element Solution Element Nodal Loads Element Nodal StressesTimeNumberof substeps|ioMax no.of substeps|oFrequency：Write every substepwhere N = |1Small Displacement Static 创 Calculate prestress effects对称位移约束Apply Structural曰 Displacement庐1 On Lines庐1 On Area
4、s On Keypoints 洌 On NodesOn Node Component!n Nodes Symmetry B. C. 洌 On Lines with Area 洌 On Areas 旨！a-FA Ant 1 cnrmm R C App丄y bj-TTimetry Lund.1 ti on otl Pl丄丄 亠已丄ect ed HoilesNorml Sj-Tiim sm-face i z rLurmal toKCN C o or di naEystem nu.压力载荷（选择节点的艺术） b r ux ce/MuuieiiL日 Pressure厨 On Lines厨 On Area
5、sn NodesVI j*lBit in选择所有，进行求解保存结果田 List Results 田 Query Resultstions for OutS Plot Results 曰 List ResultsDetailed Summary 国Iteration Summry 国 Percent ErrorDOF Solution X-Component& Y-Componentf displacement of displacementH Sorted ListiF=l IT!odal Solutioj0 Z-Component 牡十 T-|=uuof displacementisplac
6、ement vector sumNODEUXUVUZUSUM20.00000.25904E-01-0.512600.5132612820.0000-0.25906E-01-0.512600.5132625630.0000-0.17266E-01-0.512600.5129025640.0000-0.86357E-02-B.512610.5126825650.0000-0.87803E-06-0.512610.5126125660.00000.86338E-02-0.512610.5126825670.00000.17265E-01-0.512600.51289为所选节点的位移Results V
7、iewerSHELL Shell reeijIarm frumMi dille layer-CLkiER Layer reeijI：=Lt_e frumM:elk failizreer i t Speci fi ed 1ayerSpeci fi ed 1 ay er niiiTib er1选择固定一节点，用 reselect结果日 List ResultsDetailed Summary 園Iteration Summry 園 Percent Error 田 Sorted Listing Nodal Solution Element Solution 園 Superelem DOF 園 SpotWeld Solutionleaction SolNODEFXFVFZ42-3990.7-8064.81373.013233990.58064.91373.42708-9641.2-30722.-171.122709-2808.7-4360.71488.72710-0.521510.10274618.1327112808.14360.51488.927129640.130722.-170.96为所选节点支反力
