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ID:50534621
大小:672.00 KB
页数:21页
时间:2020-03-10
《LS-DYNA复合材料建模教程.ppt》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、ModelingofCompositesinLS-DYNASomeCharacteristicsofCompositesOrthotropicMaterialCoordinateSystemUser-definedIntegrationRuleforShellsOutputforCompositesSomeCharacteristicsofSeveralCompositeMaterialModelsinLS-DYNAClosingRecommendationsTwoGeneralClassesofCompositesAdvance
2、dcompositeshavestiff,highstrengthfibersboundinamatrixmaterial.Eachlayer/lamina/plyisorthotropicbynatureasthefibersruninasingledirection.Usually,anadvancedcompositesectionwillhavemultiplelayersandeachlaminawithinthestackwillhavethefibersrunninginadifferentdirectionthan
3、intheadjacentlamina.Asandwichcompositesectionhaslaminaewhichmaybeindividuallyisotropicbutthematerialpropertiesandthicknessmayvaryfromlaminatolamina.Afoamcorecompositeisaparticulartypeofsandwichcompositewhereathick,softlayeroffoamissandwichedbetweentwothin,stiffplies.O
4、rthotropicMaterialsinLS-DYNAOrthotropicmaterialconstantsaredefinedinthematerialcoordinatesystem.Thematerialcoordinatesystemmustbeinitiallyestablishedforeachorthotropicelementand,inthecaseofshells,foreachthrough-thicknessintegrationpointaswell.Thisorientationcomesfromt
5、hreesources.Inthematerialdefinition(*mat)Seedescriptionof“AOPT”inUser’sManualunder*mat_2(orthotropic_elastic)Inthesectiondefinition(*section_shell)A“beta”angleisgivenforeachintegrationpointOptionally,intheelementdefinition(*element_shell_beta,*element_solid_ortho)Orth
6、otropicMaterialsinLS-DYNAAsthesolutionprogressesandtheelementsrotateanddeform,thematerialcoordinatesystemisautomaticallyupdated,followingtherotationoftheelementcoordinatesystem.Theorientationofthematerialcoordinatesystemandthusresponseoforthotropicshellscanbeverysensi
7、tivetoin-planeshearingdeformationandhourglassdeformation,dependingonhowtheelementcoordinatesystemisestablished.Tominimizethissensitivity,“InvarientNodeNumbering”,invokedbysettingINN=2(shells)or3(solids)in*control_accuracyishighlyrecommended.User-Defined(Through-Thickn
8、ess)IntegrationGaussianorLobattointegrationruleshavepre-establishedintegrationpointlocationsandweights(NIP<=10).Lobattoinclu
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