ANSYS复合材料层合板受压分析

1、ype 1SOLIUl%T1TemperaturesEXEYEZPRXYPRYZPRXZGXYGYZGXZLLI XXL匚匚日Volumes3 Arbitrary曰BlockBy 2 Corners &7 By Ceirtr1. Cornr,DimensionsElLs】二一划网，单元大小控制，选线的艺术Plot PlotCtrls WorkFReplotKeypointsLinesAreasVolumesSpecified EntitiesThetfiNodesElementsLayered Elements ,Xi 1y U-L 5EP._1Q AiLATUST List Laye

2、red ElementsLayered element to be listedIAYRL LAYR2 Range of layersMplbl 1st matr prop to listMpldbZ 2nd mater prop to listShear madul GXlfElast modulus EX加载求解（静态分析）Write Items to Results FileSmall Displacenieiit Static 二二Calculate prestress effectsApply曰Structural曰Di sp1accmentOn LincsJ*3On Areas苏O

3、n Keypoints夕On NodesOn Node Componenti曰SymmN工y B- C_冽On Lines石1 with Area On Areasn Nodes1+1 An+1 cTJUim R CLliliwj Apply Symmetry Lendi 11 on onJLLIb-eiec ted nodes压力载荷（选择节点的艺术）m r urce/ BuuiEii iS Pressure歹On Lines歹On Areasn NodesSF Apply FKES on nodts;ASa|Constant valueTime Control1Time at end of

4、 1oadstepI_Automatic time stepping诲d Number of substepsL Time increinentNuiober of subst eps10M ax no. f sub s t ep si对称位移约束Frequency：Write every substepwhere N 二二Nodal DOF SolutionNodal Hftactian LoadsElement SolutionElement Nodal Load?Efemerit Nodal StressAnalysis Options All solution HeirsrBasicq

5、uantitiesUser selectedSynw surface i s noEiu 此 tolOJN Coordinate system no.If Constant value thn：VALUE Load PRES valn6000选择所有，进行求解 保存结果 List Results田Query Results囹 园Results Viewertions for OutSMELL Shell rtsults arc fromLATER Layer r tsults are Er onSpecified lyer numbetr选择固定一节点，用reselectE Plot Resu

6、ltsE List ResultsDetailed Summary目Iteration Summry固Percent Error E SortedListingM i ddl 建 1 ayer_ |Max ailurft cri t Specified layerF I I色DOF Solution0 X-Cornponent of di splaceirient0 Y-Coioponent of displacement0 ZCoirponent of di splacementDisplacement vector sNODEUXuvuzUSUM20-00800.25904E-01-0.5

7、12600.5132612820.0000-0.25906E-01-0.512&O0.5132625630.0000-0.17266E-01-0.512600.5129025640.0000-0. 863S7E-02-0.512810.512S82S6S0.0030-0.8?803E-0S-0.512610.5126125660-00000.86338E-02-0-512610.5126825670.U0800.172&5E-01-0-5126U0.51289oda.1 Soluti o_J_.结果H List ResultsB Detailed Summary园Iteration Sunnnry SPercent Error E SortedListing S Nodal SolutionS Element Solution困Superelem DOF因SpotWeld SolutionLeaction SolHODEFXFVFZ42-3990.7-8064.81373.013233990_5804.91373_42708-9