Ebook: Structural Plasticity: Limit, Shakedown and Dynamic Plastic Analyses of Structures
- Tags: Structural Mechanics, Civil Engineering, Mechanical Engineering
- Series: Advanced Topics in Science and Technology in China
- Year: 2009
- Publisher: Springer Berlin Heidelberg
- Edition: Jointly published with Zhejiang University Press2009
- Language: English
- pdf
Limit and shakedown analysis for structures can provide a very useful tool for design and analysis of engineering structures. "Structural Plasticity - Limit, Shakedown and Dynamic Plastic Analyses of Structure" provides more general solutions of limit and shakedown analysis for structures by using a unified strength theory. A series of solutions of plates from circular, annular plates to rhombus plates and square plates, rotating discs and cylinders, pressure vessels are presented. These results encompass the Tresca-Mohr-Coulomb solution of structure as special cases. The unified solution, which cannot be obtained by using a single criterion, is suitable to more materials and structures.
Maohong Yu is professor of Department of Civil Engineering at Xi'an Jiaotong University, China. He has authored 12 books including "Unified Strength Theory and Its Applications" and "Generalized Plasticity".
Limit and shakedown analysis for structures can provide a very useful tool for design and analysis of engineering structures. "Structural Plasticity - Limit, Shakedown and Dynamic Plastic Analyses of Structure" provides more general solutions of limit and shakedown analysis for structures by using a unified strength theory. A series of solutions of plates from circular, annular plates to rhombus plates and square plates, rotating discs and cylinders, pressure vessels are presented. These results encompass the Tresca-Mohr-Coulomb solution of structure as special cases. The unified solution, which cannot be obtained by using a single criterion, is suitable to more materials and structures.
Maohong Yu is professor of Department of Civil Engineering at Xi'an Jiaotong University, China. He has authored 12 books including "Unified Strength Theory and Its Applications" and "Generalized Plasticity".
Content:
Front Matter....Pages I-XVII
Introduction....Pages 1-15
Fundamental Concepts of Stress and Strain....Pages 16-31
Yield Condition....Pages 32-63
Theorems of Limit Analysis....Pages 64-73
Plastic Limit Analysis for Simply Supported Circular Plates....Pages 74-111
Plastic Limit Analysis of Clamped Circular Plates....Pages 112-135
Plastic Limit Analysis of Annular Plate....Pages 136-153
Plastic Limit Analyses of Oblique, Rhombic, and Rectangular Plates....Pages 154-174
Plastic Limit Analysis of Pressure Vessels....Pages 175-204
Dynamic Plastic Response of Circular Plate....Pages 205-230
Limit Angular Speed of Rotating Disc and Cylinder....Pages 231-260
Projectile Penetration into Semi-infinite Target....Pages 261-292
Plastic Analysis of Orthogonal Circular Plate....Pages 293-313
Unified Limit Analysis of a Wellbore....Pages 314-326
Unified Solution of Shakedown Limit for Thick-walled Cylinder....Pages 327-343
Unified Solution of Shakedown Limit for Circular Plate....Pages 344-356
Shakedown Analysis of Rotating Cylinder and Disc....Pages 357-380
Back Matter....Pages 381-384
Limit and shakedown analysis for structures can provide a very useful tool for design and analysis of engineering structures. "Structural Plasticity - Limit, Shakedown and Dynamic Plastic Analyses of Structure" provides more general solutions of limit and shakedown analysis for structures by using a unified strength theory. A series of solutions of plates from circular, annular plates to rhombus plates and square plates, rotating discs and cylinders, pressure vessels are presented. These results encompass the Tresca-Mohr-Coulomb solution of structure as special cases. The unified solution, which cannot be obtained by using a single criterion, is suitable to more materials and structures.
Maohong Yu is professor of Department of Civil Engineering at Xi'an Jiaotong University, China. He has authored 12 books including "Unified Strength Theory and Its Applications" and "Generalized Plasticity".
Content:
Front Matter....Pages I-XVII
Introduction....Pages 1-15
Fundamental Concepts of Stress and Strain....Pages 16-31
Yield Condition....Pages 32-63
Theorems of Limit Analysis....Pages 64-73
Plastic Limit Analysis for Simply Supported Circular Plates....Pages 74-111
Plastic Limit Analysis of Clamped Circular Plates....Pages 112-135
Plastic Limit Analysis of Annular Plate....Pages 136-153
Plastic Limit Analyses of Oblique, Rhombic, and Rectangular Plates....Pages 154-174
Plastic Limit Analysis of Pressure Vessels....Pages 175-204
Dynamic Plastic Response of Circular Plate....Pages 205-230
Limit Angular Speed of Rotating Disc and Cylinder....Pages 231-260
Projectile Penetration into Semi-infinite Target....Pages 261-292
Plastic Analysis of Orthogonal Circular Plate....Pages 293-313
Unified Limit Analysis of a Wellbore....Pages 314-326
Unified Solution of Shakedown Limit for Thick-walled Cylinder....Pages 327-343
Unified Solution of Shakedown Limit for Circular Plate....Pages 344-356
Shakedown Analysis of Rotating Cylinder and Disc....Pages 357-380
Back Matter....Pages 381-384
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