ContentsThpic ReorderTitles173-0201•IntroductiontoNonlinearAnalysisI-I2*73·0202•Basic ConsiderationsinNonlinear Analysis2-13*73-0203•LagrangianContinuumMechanics Variables forGeneral Nonlinear Analysis3-1473-0204•ThtalLagrangianFormulation forIncrementalGeneral Nonlinear Analysis4-1573-0205•UpdatedLagrangianFormulation forIncrementalGeneral Nonlinear Analysis5-1673-0206•FormulationofFiniteElementMatrices6-1773-0207•Two-andThree-Dimensional Solid Elements;PlaneStress,PlaneStrain,andAxisymmetric Conditions7-1873-0208•TheTwo-Noded TrussElement-UpdatedLagrangianFormulation8-1973-0209•TheTwo-Noded TrussElement- ThtalLagrangianFormulation9-110*73-0210•SolutionoftheNonlinearFiniteElementEquationsinStaticAnalysis -PartI10-11173-0211•SolutionoftheNonlinearFiniteElementEquationsinStaticAnalysis -PartII11-11273-0212•DemonstrativeExampleSolutionsinStaticAnalysis12-11373-0213•SolutionofNonlinear Dynamic Response -PartI13-114*73-0214•SolutionofNonlinearDynamicResponse -PartII14-11573-0215•UseofElasticConstitutiveRelationsinThtalLagrangianFormulation15-11673-0216•Use ofElasticConstitutiveRelationsinUpdatedLagrangianFormulation16-117*73-0217•ModelingofElasto-PlasticandCreepResponse-PartI17-11873-0218•ModelingofElasto-PlasticandCreepResponse-PartII18-1* Thpics followedbyanasteriskconsistoftwovideotapesContents(continued)Thpic Reorder Titles1973-0219• Beam,PlateandShellElements-PartI19-120*73-0220•Beam,PlateandShellElements-PartII20-12173-0221•ADemonstrativeComputerSession UsingADINA- Linear Analysis21-12273-0222•ADemonstrativeComputerSession UsingADINA- Nonlinear Analysis22-1•GlossaryofSymbols G-l* Thpics followedbyanasteriskconsistoftwo videotapesMIT OpenCourseWare http://ocw.mit.edu Resource: Finite Element Procedures for Solids and Structures Klaus-Jürgen Bathe The following may not correspond to a particular course on MIT OpenCourseWare, but has been provided by the author as an individual learning resource. For information about citing these materials or our Terms of Use, visit:
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