Structural Plasticity

图书标准信息

• 作者 俞茂宏、马国伟、李建春 著
• 出版社 浙江大学出版社
• 出版时间 2009-03
• 版次 1
• ISBN 9787308061681
• 定价 150.00元
• 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

【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