How to Make UMATs for Soils in ABAQUS_0.docx
-
资源ID:1392850
资源大小:8.37KB
全文页数:2页
- 资源格式: DOCX
下载积分:3金币
快捷下载

账号登录下载
微信登录下载
三方登录下载:
友情提示
2、PDF文件下载后,可能会被浏览器默认打开,此种情况可以点击浏览器菜单,保存网页到桌面,就可以正常下载了。
3、本站不支持迅雷下载,请使用电脑自带的IE浏览器,或者360浏览器、谷歌浏览器下载即可。
4、本站资源下载后的文档和图纸-无水印,预览文档经过压缩,下载后原文更清晰。
5、试题试卷类文档,如果标题没有明确说明有答案则都视为没有答案,请知晓。
|
How to Make UMATs for Soils in ABAQUS_0.docx
HowtoMakeUMATsforSoilsinABAQUSHowtomakeUMATsforsoiIsinABAQUSElasticmodeIRepresentationRepresentationMatrixrepresentationchosen,takesadvantageofsymmetry,(CoincideswithBAQUSrepresentation.)T=TIlT22T33T12T13T23,=112233212213223=112233121323(5)Noticetheselectionofshearstrain.SpecialcaretokeepinvarianceWhenmakingmatrixoperations.GeotechnicalResearchGroupUniversityof1.osAndespressionindexinsemi-logspace.HypoelasticityiG=GOpatm(2.97e)2(1+e)p(kp/patmk)(8)being:GOinitialshearmodulus,patmatmosphericpressure.GeotechnicalResearchGroupUniversityof1.osAndesponentsNSHR:numberofdirectshearCoinponentsNTENS:totalcomponents=NDI+NSHRGeotechnicalResearchGroupUniversityof1.osAndesputationsandendofsubroutineUMATCVoidratiovoid=void+(l.+void)*(DeltaE(I)+DeltaE(2)+DeltaE(3)CTypeofmodelSTATEV(l)=modelCVoidratioSTATEV(2)=voidCAtmosphericmeanpressureSTATEV(3)=patmCInitialShearmoduIusSTATEV(4)=GOCAtmosphericmeanpressureSTATEV(5)=kappaCRETURNENDGeotechnicalResearchGroupUniversityofl.osAndespressionindex(parameter).theswellingindex(parameter).GeotechnicalResearchGroupUniversityof1.osAndesponent11.3p22plasticstraincomponent22.4p33plasticstraincomponent33.5p!2plasticstraincomponent12.6pl3plasticstraincomponent13.7p23plasticstraincomponent23.8pcmeanoverconsolidatedstress.GeotechnicalResearchGroupUniversityof1.osAndesia.uniandes.edu.coHowtomakeUMATsforsoilsinABAQUSHowtomakeUMATsforsoilsinABAQUSCAM-C1.AYplasticitymodellmplicitIntegrationImplicitIntegrationSeeBorja,R.I.et.al.,1990forimplicitintegration.Somedetailsoftheintegralionscheme:Implicitintegrationusingtheclosestpointprojection.AreturnmappingaIgorithmisused.Thevoidratioeisassumedtobeconstantinanintegrationincrement.2nestedNEWTON-RAPHSONalgorithmneededinordertofindtheconsistencyparameterandthemeanconsolidationstresspc.AconsistentJacobianisusedinordertopreservetheasymptoticrateOfquadraticglobalconvergenceBorja,R.I.et.al.,1990.ThefollowingframespresentstheimplicitintegrationschemefortheMCCmodel.OpenthearchiveCamClay.fandfollowtheframes.GeotechnicalResearchGroupUniversityof1.osAndesia.uniandes.edu.coHowtomakeUMATsforsoilsinABAQUS