Structural Plasticity

Structural Plasticity
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作者: , ,
2009-03
版次: 1
ISBN: 9787308061681
定价: 150.00
装帧: 精装
开本: 16开
纸张: 胶版纸
页数: 384页
字数: 834千字
正文语种: 英语
分类: 自然科学
3人买过
  • Limitandshakedownanalysisforstructurescanprovideaveryusefultoolfordesignandanalysisofengineeringstructures.Structuresbyusingaunifiedstrengththeory.Aseriesofsolutionsofplates,rotatingdiscsandcylinders,pressurevesselsarepresented.Theseresultsencompassthetresca-Mohr-Coulombsolutionofstructureasspecialcase.Theunifiedsolution,whichcannotbeobtainedbyusingasinglecriterion,issuitabletomorematerialsandstructures.
    MaobongYuisprofessorofdepartmentofCivilEngineeringatXianJiaotongUniversity,China.Hehasauthored12booksincludingUnifiedStrengthTheoryandItsApplicationsandGeneralizedPlasticity. 1Introduction
    1.1Background
    1.2UnificationofYieldandStrengthCriteria
    1.3PlasticLimitAnalysis
    1.4PlasticLimitAnalysisofRotatingSolids
    1.5ShakedownAnalysisofStructures
    1.6PlasticLimitAnalysisBasedontheUnifiedStrengthTheory
    1.7Summary
    References

    2FundamentalConceptsofStressandStrain
    2.1StressComponentsandInvariants
    2.2DeviatoricStressTensorandtheTensorInvariants
    2.3PrincipalShearStresses
    2.4OctahedralShearStress
    2.5StrainComponents
    2.6EquationsofEquilibrium
    2.7GeneralizedHookesLaw
    2.8CompatibilityEquations
    2.9GoverningEquationsforPlaneStressProblems
    2.10GoverningEquationsinPolarCoordinates
    2.11BendingofCircularPlate
    2.12Summary
    References

    3YieldCondition
    3.1Introduction
    3.2ConventionalYieldCriteria
    3.2.1MaximumNormalStressCriterion
    3.2.2MaximumShearStress-basedCriteria—Single-shearTheory
    3.2.3OctahedralShearStress-basedCriteria—Three-shearTheory
    3.2.4Twin-shearStress-basedCriterion—Twin-shearTheory
    3.3UnifiedYieldCriterionforMetallicMaterials(Non-SDMaterials)

    3.4UnifiedStrengthTheoryforSDMaterials
    3.4.1MechanicalModeloftheUnifiedStrengthTheory
    3.4.2MathematicalModellingoftheUnifiedStrengthTheory
    3.4.3MathematicalExpressionoftheUnifiedStrengthTheory
    3.4.4YieldSurfacesandYieldLocioftheUnifiedStrengthTheory
    3.5SignificanceoftheUnifiedStrengthTheory
    3.6UnifiedStrengthTheoryinthePlaneStressState
    3.7Summary
    3.8Problems
    Refcrences

    4TheoremsofLimitAnalysis
    4.1Introduction
    4.2PerfectlyPlasticSolid
    4.3PowerofDissipation
    4.4Lower-boundTheorem
    4.5Upper-boundTheorem
    4.6FundamentalLimitTheorems
    4.7ImportantRemarks
    4.7.1ExactValueoftheLimitLoad(CompleteSolution)
    4.7.2Elastic-plasticandRigid-plasticBodies
    4.7.3Load-bearingCapacity
    4.7.4Uniqueness
    References

    5PlasticLimitAnalysisforSimplySupportedCircularPlates
    5.1Introduction
    5.2BasicEquationsofCircularPlate
    5.3UnifiedSolutionsofSimplySupportedCircularPlateforNon-SDMaterials
    5.3.1UniformlyDistributedLoad
    5.3.2ArbitraryAxisymmetricalLoad

    5.4UnifiedSolutionsofSimplySupportedCircularPlateforSDMaterials
    5.4.1Partial-uniformLoad
    ……

    6PlasticLimitAnalysisofClampedClampedcircularPlates
    7PlasticLimitAnalysisofAnnularPlate
    8PlasticLimitAnalysesofOblique,Rhombic,andRectangularPlates
    9PlasticLimitAnalysisofPressureVessels
    10DynamicPlasticResponseofCircularPlate
    11LimitAngularSpeedofRotatingDiscandCylinder
    12ProjectilePenetrationintoSemi-infiniteTarget
    13PlasticAnalysisofOrthogonaCircularPlate
    14UnifiedLimitAnalysisofaWellbore
    15UnifiedSolutionofShakedownLimitforThick-WalledCylinder
    16UnifiedSolutionofShakedownLimitforCircularPlate
    17ShakedownAnalysisofRotatingCylinderandDisc
    Index
  • 内容简介:
    Limitandshakedownanalysisforstructurescanprovideaveryusefultoolfordesignandanalysisofengineeringstructures.Structuresbyusingaunifiedstrengththeory.Aseriesofsolutionsofplates,rotatingdiscsandcylinders,pressurevesselsarepresented.Theseresultsencompassthetresca-Mohr-Coulombsolutionofstructureasspecialcase.Theunifiedsolution,whichcannotbeobtainedbyusingasinglecriterion,issuitabletomorematerialsandstructures.
    MaobongYuisprofessorofdepartmentofCivilEngineeringatXianJiaotongUniversity,China.Hehasauthored12booksincludingUnifiedStrengthTheoryandItsApplicationsandGeneralizedPlasticity.
  • 目录:
    1Introduction
    1.1Background
    1.2UnificationofYieldandStrengthCriteria
    1.3PlasticLimitAnalysis
    1.4PlasticLimitAnalysisofRotatingSolids
    1.5ShakedownAnalysisofStructures
    1.6PlasticLimitAnalysisBasedontheUnifiedStrengthTheory
    1.7Summary
    References

    2FundamentalConceptsofStressandStrain
    2.1StressComponentsandInvariants
    2.2DeviatoricStressTensorandtheTensorInvariants
    2.3PrincipalShearStresses
    2.4OctahedralShearStress
    2.5StrainComponents
    2.6EquationsofEquilibrium
    2.7GeneralizedHookesLaw
    2.8CompatibilityEquations
    2.9GoverningEquationsforPlaneStressProblems
    2.10GoverningEquationsinPolarCoordinates
    2.11BendingofCircularPlate
    2.12Summary
    References

    3YieldCondition
    3.1Introduction
    3.2ConventionalYieldCriteria
    3.2.1MaximumNormalStressCriterion
    3.2.2MaximumShearStress-basedCriteria—Single-shearTheory
    3.2.3OctahedralShearStress-basedCriteria—Three-shearTheory
    3.2.4Twin-shearStress-basedCriterion—Twin-shearTheory
    3.3UnifiedYieldCriterionforMetallicMaterials(Non-SDMaterials)

    3.4UnifiedStrengthTheoryforSDMaterials
    3.4.1MechanicalModeloftheUnifiedStrengthTheory
    3.4.2MathematicalModellingoftheUnifiedStrengthTheory
    3.4.3MathematicalExpressionoftheUnifiedStrengthTheory
    3.4.4YieldSurfacesandYieldLocioftheUnifiedStrengthTheory
    3.5SignificanceoftheUnifiedStrengthTheory
    3.6UnifiedStrengthTheoryinthePlaneStressState
    3.7Summary
    3.8Problems
    Refcrences

    4TheoremsofLimitAnalysis
    4.1Introduction
    4.2PerfectlyPlasticSolid
    4.3PowerofDissipation
    4.4Lower-boundTheorem
    4.5Upper-boundTheorem
    4.6FundamentalLimitTheorems
    4.7ImportantRemarks
    4.7.1ExactValueoftheLimitLoad(CompleteSolution)
    4.7.2Elastic-plasticandRigid-plasticBodies
    4.7.3Load-bearingCapacity
    4.7.4Uniqueness
    References

    5PlasticLimitAnalysisforSimplySupportedCircularPlates
    5.1Introduction
    5.2BasicEquationsofCircularPlate
    5.3UnifiedSolutionsofSimplySupportedCircularPlateforNon-SDMaterials
    5.3.1UniformlyDistributedLoad
    5.3.2ArbitraryAxisymmetricalLoad

    5.4UnifiedSolutionsofSimplySupportedCircularPlateforSDMaterials
    5.4.1Partial-uniformLoad
    ……

    6PlasticLimitAnalysisofClampedClampedcircularPlates
    7PlasticLimitAnalysisofAnnularPlate
    8PlasticLimitAnalysesofOblique,Rhombic,andRectangularPlates
    9PlasticLimitAnalysisofPressureVessels
    10DynamicPlasticResponseofCircularPlate
    11LimitAngularSpeedofRotatingDiscandCylinder
    12ProjectilePenetrationintoSemi-infiniteTarget
    13PlasticAnalysisofOrthogonaCircularPlate
    14UnifiedLimitAnalysisofaWellbore
    15UnifiedSolutionofShakedownLimitforThick-WalledCylinder
    16UnifiedSolutionofShakedownLimitforCircularPlate
    17ShakedownAnalysisofRotatingCylinderandDisc
    Index
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