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ID:40048204
大小:1.32 MB
页数:451页
时间:2019-07-18
《Analysis of Geotechnical Problems with ABAQUS2003》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、CONTENTSLecture1IntroductionIntroduction..........................................L1.2ClassicalandModernDesignApproaches...................L1.3SomeCasesforNumerical(FiniteElement)Analysis..........L1.8ExperimentalTestingandNumericalAnalysis..............L1.11Require
2、mentsforRealisticConstitutiveTheories............L1.13Lecture2PhysicalTestingPhysicalTesting.......................................L2.2BasicExperimentalObservations.........................L2.4TestingRequirementsandCalibrationofConstitutiveModels..L2.11Lecture3Const
3、itutiveModelsStressInvariantsandSpaces..............................L3.2OverviewofConstitutiveModels........................L3.10Elasticity............................................L3.12Mohr-CoulombModel.................................L3.15Description............
4、...........................L3.17UsageandCalibration...............................L3.24ModifiedDrucker-PragerModels........................L3.28LinearDrucker-PragerModel.........................L3.31HyperbolicModel..................................L3.35ExponentModel
5、...................................L3.382/03AnalysisofGeotechnicalProblemswithABAQUSTOC.1FlowintheHyperbolicandExponentModels............L3.40Usage...........................................L3.43MatchingExperimentalData.........................L3.45LinearDrucker-Pra
6、gerModel......................L3.50HyperbolicModel................................L3.52ExponentModel.................................L3.53MatchingMohr-CoulombParameters..................L3.55MatchingPlaneStrainResponse....................L3.59MatchingTriaxialTestRes
7、ponse....................L3.62CoupledCreepandDrucker-PragerPlasticity...............L3.64BasicAssumptions.................................L3.64CreepLaws.......................................L3.67TimeHardeningCreepLaw........................L3.67StrainHardeningCreep
8、Law.......................L3.67Singh-MitchellCreepLaw.........................L3.68CreepFlowPotential...............................L3.68U
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