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9783540881513

Structural Plasticity : Limit, Shakedown and Dynamic Plastic Analyses of Structures

by ; ;
  • ISBN13:

    9783540881513

  • ISBN10:

    3540881514

  • Format: Hardcover
  • Copyright: 2009-05-01
  • Publisher: Springer Verlag
  • Purchase Benefits
List Price: $259.00

Summary

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".

Author Biography

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.

Table of Contents

Introductionp. 1
Backgroundp. 1
Unification of Yield and Strength Criteriap. 3
Plastic Limit Analysisp. 4
Plastic Limit Analysis of Rotating Solidsp. 6
Shakedown Analysis of Structuresp. 7
Plastic Limit Analysis Based on the Unified Strength Theoryp. 8
Summaryp. 9
Referencesp. 9
Fundamental Concepts of Stress and Srainp. 16
Stress Components and Invariantsp. 16
Deviatoric Stress Tensor and the Tensor Invariantsp. 18
Principal Shear Stressesp. 21
Octahedral Shear Stressp. 21
Strain Componentsp. 22
Equations of Equilibriump. 24
Generalizes Hooke's Lawp. 24
Compatibility Equationsp. 25
Governing Equations for Plane Stress Problemsp. 26
Governing Equations in Polar Coordinatedp. 27
Bending of Circular Platep. 29
Summaryp. 31
Referencesp. 31
Yield Conditionp. 32
Introductionp. 32
Conventional Yield Criteriap. 33
Maximum Normal Stress Criterionp. 33
Maximum Shear Stress-based Criteria-Single-Shear Theoryp. 33
Octahedral Shear Stress-based Criteria-Three Shear Theoryp. 36
Twin- shear Stress-based Criterion-Twin-shear Theoryp. 40
Unified Yield Criterion for Metallic Materials (Non-SD Materials)p. 44
Unified Strength Theory for SD Materialsp. 45
Mechanical Model of the Unified Strength Theoryp. 46
Mathematical Modeling of the Unified Strength Theoryp. 47
Mathematical Expression of the Unified Strength Theoryp. 48
Yield Surfaces and Yield Loci of the Unified Strength Theoryp. 48
Significance of the Unified Strength Theoryp. 52
Unified Strength Theory in the Plane Stress Statep. 52
?1 ? ?2 > 0, ?3 = 0p. 53
?1 ? 0,?2 = 0, ?3 < 0p. 53
Summaryp. 56
Problemsp. 56
Referencesp. 61
Theorems of Limit Analysisp. 64
Introductionp. 64
Perfectly Plastic Solidp. 66
Power of Dissipationp. 66
Lower-Bound Thepremp. 67
Upper-Bound Theoremp. 68
Fundamental Limit Theoremsp. 68
Important Remarksp. 69
Exact Value of the Limit Load (Complete Solution)p. 69
Elastic-Plastic and Rigid plastic Bodiesp. 69
Load-bearing Capacityp. 70
Uniquenessp. 71
p. 71
Plastic Limit Analysis for Simply Supported Circular Platesp. 74
Introductionp. 74
Basic Equations of Circular Platep. 75
Unified Solutions of Simply Supported Circular Plate for Non-SD Materialsp. 76
Uniformly Distributed Loadp. 78
Arbitrary Axisymmetrical Loadp. 80
Unified Solutions of Simply Supported Circular Plate for SD Materialsp. 95
Partial-uniform Loadp. 97
Linearly Distributed Loadp. 102
Summaryp. 107
Problemsp. 108
p. 110
Plastic Limit Analysis of Clamped Circular Platesp. 112
Introductionp. 112
Unified Solutions of Clamped Circular Plate for Non-SD Materialsp. 112
Uniformly Distributed Loadp. 112
Arbitrary Loading Radiusp. 117
Arbitrary Loading Distributionp. 122
Unified Solutions of Clamped Circular Plate for SD Materialsp. 127
Summaryp. 133
Problemsp. 134
p. 134
Plastic Limit Analysis of Annular Platep. 136
Introductionp. 136
Basic Equations for Annular Plate Based on UYCp. 137
Case (1)p. 140
Case (2)p. 141
Special Casep. 142
Unified Solutions of Annular Plate for Non-SD Meterialsp. 142
Unified Solutions of Limit Load of Annular Plate for SD Materialsp. 145
Unified Strength Theoryp. 145
Basic Equations for Annular Plate Based on the USTp. 146
Limit Analysisp. 147
Results and Discussionsp. 149
Summaryp. 150
Problemsp. 152
Referencesp. 152
Plastic Limit Analyses of Oblique, Rhombic, and Rectangular Platesp. 154
Introductionp. 154
Equations for Oblique Platesp. 156
The Equilibrium Equation in Ordinary Coordinate Systemp. 156
Field of Internal Motionp. 158
Moment Equation Based on the USTp. 158
Unified Solution of Limit Analysis of Simply Supported Oblique Platesp. 159
Limit Load of Rhombic Platesp. 162
Limit Load of Rectangular Platesp. 163
Unified Limit Load of Square Platesp. 168
Tabulation of the Limit Load for Oblique, Rhombic and Square Platesp. 169
Summaryp. 170
Problemsp. 172
Referencesp. 173
Plastic Limit Analysis of Pressure Vesselsp. 175
Introductionp. 175
Unified Solution of Limit Pressure of Thin-walled Pressure Vesselp. 176
Limit Pressure of Thick-walled Hollow Spherep. 180
Elastic Limit Pressure of Thick-walled Sphere Shellp. 181
Plastic Limit Pressure of Thick-walled Sphere Shellp. 182
Unified Solution of Elastic Limit Pressure of Thick-walled Cylinderp. 184
Unified Solution of Plastic Limit Pressure of Thick-walled Cylinderp. 190
Stress Distributionp. 190
Plastic Zone in the Elasto-plastic Rangep. 192
Plastic Zone Radius in the Elasto-plastic Rangep. 193
Plastic Limit Pressurep. 193
Summaryp. 198
Problemsp. 200
Referencesp. 202
Dynamic Plastic Response of Circular Platep. 205
Introductionp. 205
Dynamic Equations and Boundary Conditions of Circular Platep. 206
First Phase of Motion (0 ? T ? ?)p. 209
Second Phase of Motion (? ? t ? T)p. 212
Static and Kinetic Admissibilityp. 214
Unified Solution of Dynamic Plastic Response of Circular Platep. 216
Special Cases of the Unified Solutionsp. 221
Summaryp. 229
Referencesp. 229
Limit Angular Speed of Rotating Disc and Cylinderp. 231
Introductionp. 231
Elastic Limit of Discsp. 232
Elasto-plastic Analysis of Discsp. 233
Elasto-plastic Stress Field of Rotating Discp. 236
Solution Procedure and Resultsp. 238
Unified Solution of Plastic Limit Analysis of Rotating Cylinderp. 239
Limit Analysis of a Solid Disc with Variable Thicknessp. 242
Limit Analysis of an Annular Disc with Variable Thicknessp. 246
Case (1) (1 > ? ? ?0)p. 247
Case (2) (0 ? ? ? ?0)p. 248
Special Case of b = 0p. 251
Results and Discussionp. 252
Summaryp. 258
Problemsp. 258
Referencesp. 259
Projectile Penetration into Semi-infinite Targetp. 261
Introductionp. 261
Spatial Axisymmetric Form of Unified Strength Theoryp. 262
Fundamental Equations for Concrete Targetsp. 263
Conservation Equationsp. 263
Relation between Pressure and Bulk Strainp. 264
Failure Criterion Expressed by ?r and ??p. 264
Interface Conditionsp. 265
Cylindrical Cavity Expansion Analysisp. 265
Elastic Zone (c1t ? r ? cdt, ?1/? ? ? ? 1/?)p. 266
Interface of Elastic-cracked Zones (r = C1t, ? = ?1/?p. 270
Radial Cracked Zone (ct ? r ? C1t, 1 ? ? ? ?1/?)p. 271
Interface of the Plastic and Cracked Zones (r = ct, ? = 1)p. 273
Plastic Zone (vrt ? r ? ct, ? ? ? ? 1)p. 275
Cavity Expansion Pressure and Velocityp. 276
Incompressible Materialp. 277
Compressible Materialp. 279
Penetration Resistance Analysisp. 284
Analysis and Verification of Penetration Depthp. 288
Summaryp. 290
Referencesp. 291
Plastic Analysis of Orthogonal Circular Platep. 293
Introductionp. 293
Orthotropic Yield Criteriap. 293
General Solutionsp. 296
Simply Supported Orthotropic Circular Platep. 301
Case I: Point A' Falls on Segment KLp. 301
Case II: Point A' Falls on Segment LAp. 302
Case III: Point A! Falls on Segment ABp. 302
Case IV: Point A' Falls on Segment BCp. 302
Moment, Velocity Fields and Plastic Limit Loadp. 303
Fixed Supported Circular Platep. 307
Case I: Point A' Falls on Segment KLp. 307
Case II: Point A' Falls on Segment LAp. 307
Case III: Point A' Locates on Segment ABp. 307
Case IV: Point A1 Falls on Segment BCp. 308
Moment Fields, Velocity Fields, and Plastic Limit Loadp. 308
Summaryp. 312
Referencesp. 313
Unified Limit Analysis of a Wellborep. 314
Introductionp. 314
Unified Strength Theoryp. 315
Equations and Boundary Conditions for the Wellborep. 316
Strength Analysis for Wellborep. 316
Pore Pressure Analysisp. 318
Elastic and Plastic Analysisp. 318
Elastic Phasep. 328
Plastic Limit Pressurep. 319
Elastic-plastic Boundaryp. 320
Examplep. 321
Limit Depth for Stability of a Shaftp. 322
Summaryp. 324
Problemsp. 324
Referencesp. 325
Unified Solution of Shakedown Limit for Thick-walled Cylinderp. 327
Introductionp. 327
Shakedown Theoremp. 329
Static Shakedown Theorem (Melan's Theorem)p. 329
Kinematic Shakedown Theorem (Koiter Theorem)p. 329
Shakedown Analysis for Thick-walled Cylindersp. 330
Unified Solution of Shakedown Pressure of Thick-walled Cylindersp. 334
Connection between Shakedown Theorem and Limit Load Theoremp. 336
Shakedown Pressure of a Thick-walled Spherical Shellp. 339
Summaryp. 340
Problemsp. 340
Referencesp. 341
Unified Solution of Shakedown Limit for Circular Platep. 344
Introductionp. 344
Unified Solution of Shakedown Limit for Simply Supported Circular Platep. 345
Elastic Statep. 345
Elastic-plastic Statep. 346
Completely Plastic Statep. 348
Shakedown Analysisp. 348
Discussionp. 349
Unified Solution of Shakedown Limit for Clamped Circular Platep. 350
Elastic Statep. 350
Elastic-plastic Statep. 350
Completely Plastic Statep. 351
Shakedown Analysisp. 351
Discussionp. 352
Comparison between Shakedown Solution and Limit Resultsp. 353
Summaryp. 354
Problemsp. 354
Referencesp. 355
Shakedown Analysis of Rotating Cylinder and Discp. 357
Introductionp. 357
Elasto-plastic and Shakedown Analyses of Rotating Cylinder and Discp. 358
Elastic Analyses of Hollow Rotating Circular Barsp. 358
Elasto-plastic Analyses of Hollow Rotating Circular Barsp. 360
Shakedown Analyses of Hollow Rotating Circular Barsp. 362
Elasto-plasticity and Shakedown of Solid Rotating Circular Barsp. 364
Summary of Elasto-plasticity and Shakedown Analyses of Rotating Circular Barsp. 366
Elasto-plastic and Shakedown Analyses of Rotating Discp. 367
Elastic Analyses of Hollow Rotating Discsp. 368
Plastic Limit Analyses of Hollow Rotating Discsp. 371
Shakedown of Hollow Rotating Discsp. 373
Elasto-plastic and Shakedown Analyses of Solid Rotating Discsp. 376
Summary of Elastic and Plastic Analyses of Rotating Discsp. 377
Summaryp. 378
Referencesp. 379
Indexp. 381
Table of Contents provided by Ingram. All Rights Reserved.

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