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高等学校土建类专业英文版推荐教学用书 混凝土和土的本构方程PDF|Epub|txt|kindle电子书版本网盘下载
- （美）陈惠发 A.F.萨里普著；余天庆 王勋文；刘西拉 韩大建编 著
- 出版社： 北京：中国建筑工业出版社
- ISBN：7112070880
- 出版时间：2005
- 标注页数：590页
- 文件大小：23MB
- 文件页数：603页
- 主题词：混凝土结构－本构方程－研究生－教材；土结构－本构方程－研究生－教材
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图书目录
CONTENTS1
NOTATION1
PART ONE ELASTICITY AND FAILURE CRITERIA FOR CONCRETE1
CHAPTER ONE LINEAR ELASTICITY AND FAILURE CRITERIA FOR CONCRETE3
1.1 INTRODUCTION3
1.2 MECHANICAL BEHAVIOR OF CONCRETE4
1.3 FAILURE CRITERIA16
1.4 MOHR-COULOMB FAILURE CRITERION WITH A TENSION CUTOFF39
1.5 FIVE-PARAMETER FAILURE MODEL45
1.6 LINEAR ELASTIC-FRACTURE MODELS FOR CONCRETE54
1.7 FURTHER REFINEMENT FOR MODELING FRACTURED CONCRETE75
1.8 INTERACTION BETWEEN CONCRETE AND REINFORCEMENT81
1.9 EXAMPLES OF FINITE ELEMENT APPLICATIONS83
1.10 SUMMARY93
1.11 REFERENCES94
CHAPTER TWO NONLINEAR ELASTICITY AND HYPOELASTIC MODELS FOR CONCRETE99
2.1 INTRODUCTION99
2.2 GENERAL APPROACHES FOR NONLINEAR ELASTIC STRESS-STRAIN FORMULATIONS100
2.3 A TOTAL STRESS-STRAIN MODEL BASED ON DECOUPLED SECANT MODULI Ks AND Gs106
2.4 A TOTAL STRESS-STRAIN MODEL BASED ON COUPLED SECANT MODULI Ks AND Gs118
2.5 A TOTAL STRESS-STRAIN MODEL BASED ON DECOUPLED SECANT MODULI EsAND vs CONSIDERING SOFTENING BEHAVIOR120
2.6 TOTAL STRESS-STRAIN MODELS BASED ON GENERAL CAUCHY TYPE OF FORMULATION128
2.7 INCREMENTAL STRESS-STRAIN MODELS BASED ON MODIFICATION OF ISOTROPIC LINEAR ELASTIC FORMULATIONS132
2.8 AN INCREMENTAL BIAXIAL ORTHOTROPIC MODEL FOR MONOTONIC LOADING141
2.9 AN INCREMENTAL BIAXIAL ORTHOTROPIC MODEL FOR CYCLIC LOADING146
2.10 AN INCREMENTALAXISYMMETRIC ORTHOTROPIC MODEL FOR CYCLIC LOADING153
2.11 A FIRST-ORDER HYPOELASTIC MODEL161
2.12 EXAMPLES OF FINITE ELEMENT APPLICATIONS170
2.13 SUMMARY183
2.14 REFERENCES184
CHAPTER THREE ELASTIC STRESS-STRAIN RELATIONS AND FAILURE CRITERIA FOR SOILS187
3.1 INTRODUCTION187
3.2 MECHANICAL BEHAVIOR OF SOILS192
3.3 FAILURE CRITERIA OF SOILS212
3.4 GENERAL APPROACHES FOR NONLINEAR ELASTIC STRESS-STRAIN FORMULATIONS234
3.5 A TOTAL STRESS-STRAIN MODEL BASED ON SECANT MODULI Gs AND vs238
3.6 A THIRD-ORDER HYPERELASTIC MODEL242
3.7 INCREMENTAL STRESS-STRAIN MODELS BASED ON MODIFICATION OF THE ISOTROPIC LINEAR ELASTIC FORMULATION260
3.8 INCREMENTAL STRESS-STRAIN MODEIS BASED ON COUPLED TANGENTIALMODULI Kt AND Gt273
3.9 A FIRST-ORDER HYPOELASTIC MODEL277
3.10 VARIABLE MODULI MODELS286
3.11 EXAMPLES OF FINITE ELEMENT APPLICATIONS287
3.12 SUMMARY299
3.13 REFERENCES300
PART TWO CONCRETE PLASTICITY AND IMPLEMENTATION305
CHAPTER FOUR THEORY OF CONCRETE PLASTICITY307
4.1 INTRODUCTION307
4.2 MECHANICAL BEHAVIOR OF CONCRETE308
4.3 FAILURE CRITERIA313
4.4 HARDENING BEHAVIOR AND MODELING320
4.5 A NONUNIFORM HARDENING PLASTICITY MODEL326
4.6 A MULTIPLE HARDENING PLASTICITY MODEL335
4.7 STRAIN-SOFTENING BEHAVIOR AND MODELING345
4.8 PLASTICITY FORMULATION IN STRAIN-SPACE348
4.9 PLASTIC-FRACTURING FORMULATION354
4.10 REMARKS ON SOFTENING MODELING359
4.11 TENSILE STRAIN-SOFTENING MODELING361
4.12 DAMAGE THEORY367
4.13 A SCALAR DAMAGE MODEL373
4.14 A UNILATERAL ELASTIC DAMAGE MODEL377
4.15 A MICROMECHANICALSTUDY380
4.16 REFERENCES388
CHAPTER FIVE IMPLEMENTATION AND APPLICATION FOR CONCRETES393
5.1 INTRODUCTION393
5.2 CRACKING MODEL FOR FINITE ELEMENT ANALYSIS393
5.3 AN ANALYTICALMODELFOR MICROMECHANICALSTUDY412
5.4 A MICROCRACK PROPAGATION STUDY421
5.5 FORMULATIONOF A COMBINED PLASTICITY MODEL428
5.6 IMPLEMENTATIONOF A COMBINED PLASTICITY MODEL442
5.7 STRUCTURALAPPLICATIONS OF A COMBINED PLASTICITY MODEL451
5.8 REFERENCES463
PART THREE SOIL PLASTICITY AND IMPLEMENTATION467
CHAPTER SIX THEORY OF SOIL PLASTICITY469
6.1 INTRODUCTION469
6.2 CHARACTERISTIC BEHAVIOR OF SOILS469
6.3 FAILURE CRITERIA FOR SOILS486
6.4 CAP MODELS500
6.5 NESTED MODELS515
6.6 BOUNDING SURFACE MODELS522
6.7 ANISOTROPY，CYCLIC BEHAVIOR AND OTHER TOPICS528
6.8 SUMMARY532
6.9 REFERENCES533
CHAPTER SEVEN IMPLEMENTATION AND APPLICATION IN SOILS537
7.1 INTRODUCTION537
7.2 IMPLEMENTATION OF PLASTICITY MODELS537
7.3 FINITE ELEMENT PROCEDURES FOR NONLINEAR ANALYSIS548
7.4 APPLICATIONOF A BOUNDING SURFACE MODEL559
7.5 SUMMARY586
7.6 REFERENCES588