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1 Introduction
1.1 Elasto-Plastic Finite Elements.
1.2 Bounds and Region of the Convex Yield Surface
1.3 Unified Strength Theory and its Implementation in Computer Codes
1.4 The Effect of Yield Criteria on the Numerical Analysis Results
1.5 Historical Review: With Emphasis on the Implementation and Application of Unified Strength Theory
1.6 Brief Summary
References
2 Stress and Strain
2.1 Introduction
2.2 Stress at a Point,Stress Invariants
2.3 Deviatoric Stress Tensor and its Invariants
2.4 Stresses on the Oblique Plane
2.4.1 Stresses on the Oblique Plane
2.4.2 Principal Shear Stresses
2.4.30ctahedral Shear Stress
2.5 From Single-Shear Element to Twin-Shear Element
2.6 Stress Space
2.7 Stress State Parameters
2.8 Strain Components
2.9 Equations of Equilibrium
2.10 Generalized Hooke's Law
2.11 Compatibility Equations
2.12 Governing Equations for Plane Stress Problems
2.13 Governing Equations in Polar Coordinates
2.14 Brief Summary
References
3 Material Models in Computational Plasticity
3.1 Introduction
3:2 Material Models for Non-SD Materials (Metallic Materials)
3.2.1 Hydrostatic Stress Independence
3.2.2 The Tensile Yield Stress Equals the Compressive Yield Stress
3.2.3 Sixfold Symmetry of the Yield Function
3.2.4 Convexity of the Yield Function
3.2.5 Bounds of the Yield Function for Non-SD Materials
3.3 Material Models for SD Materials
3.3.1 General Behavior of Yield Function for SD Materials
3.3.1.1 Six Basic Experimental Points for SD Materials
3.3.1.2 Threefold Symmetry of the Yield Function
3.3.1.3 Convexity of the Yield Function
3.3.2 Three Basic Models for SD Materials
3.4 Multi-Parameter Criteria for Geomaterials
3.4.1 Multi-Parameter Single-Shear Failure Criterion
3.4.2 Multi-Parameter Three-Shear Failure Criterion
3.4.3 Multi-Parameter Twin-Shear Failure Criterion
3.5 Bounds and the Region of the Convex Yield Function
3.6 Brief Summary
References
4 Unified Strength Theory and its Material Parameters
4.1 Introduction
4.2 Mechanical Model of Unified Strength Theory
4.3 Mathematical Modelling and the Determination of the Material
Parameters of the Unified Strength Theory
4.4 Mathematical Expression of the Unified Strength Theory
4.5 Special Cases of the Unified Strength Theory
4.5.1 Special Cases of the Unified Strength Theory (Varying b)
4.5.2 Special Cases of the Unified Strength Theory (Varying a)
4.6 Other Formulations of the UST and Material Parameters
……
5 Non-Smooth Multi-Surface Plasticity
6 Implementation of the Unified Strength Theory into FEM Codes
7 Examples of the Application of Unified Elasto-Plastic Constitutive Relations
8 Strip with a Circular Hole under Tension and Compression
9 Plastic Analysis of Footing Foundation Based on the Unified Strenghth Theory
10 Underground Caves,Tunnels and Excavation of Hydraulic Power Station
11 Implementation of the Unified Strength Theory into ABAQUS and its Application
12 2D Simulation of Normal Penetration Using the Unified Strength Theory
13 3D Simulation of Normal and Oblique Penetration and Perforation
14 Underground Mining
15 Reinforced Concrete Beam and Plate
16 Stability Analysis of Underground Caverns Based on the Unified Strength Theory
17 Stability of Slope
18 Unified Strength Theory and FLAC
19 Mesomechanics and Multiscale Modelling for Yield Surface
20 Miscellaneous Issues: Ancient Structures,Propellant of Solid Rocket,Parts of Rocket and Generator2100433B
《中国科技进展丛书:计算塑性力学(英文版)》中也介绍了中国科学院武汉岩土力学研究所、浙江大学、北京科技大学、二炮、中国水利水电科学研究院、西安交通大学、西南交通大学等单位近年来关于统一强度理论研究和在岩土、水利、土木、机械工程等方面应用的研究成果。这些系列化的研究结果可以为工程应用提供更多的资料、参考、比较和选用。
看一看结构力学的书就知道了
P1 P2 P3 P4 是次梁L1 L2 L3 L4传递来的集中荷载，具体计算次梁自重（板传给次梁的荷载，还应计算板上的活荷载）只要计算出P1 P2 P3 P4那么RA RB很容易计算出
根据液限和塑限可以求得塑性指数为19，土的含水量及液性指数可由下式求得 w=1.15*10*0.98/27.2=41% ...
岩土塑性力学原理 ——广义塑性力学
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岩土塑性力学原理 ——广义塑性力学——内容包括： 应力－应变及其基本方程 屈服条件与破坏条件 塑性位势理论 加载条件与硬化规律 广义塑性力学中的弹塑性本构关系 广义塑性力学中的加卸载准则 包含主应力轴旋转的...
[PPT]岩土塑性力学原理——广义塑性力学
[PPT]岩土塑性力学原理——广义塑性力学
[PPT]岩土塑性力学原理——广义塑性力学——郑颖人院士学术报告会 岩土塑性力学原理——广义塑性力学 注：共183页幻灯片 编制日期：2010年2月1日
应用弹塑性力学：1995年清华大学出版社出版的图书
应用弹塑性力学：2005年科学出版社出版的图书
《岩土塑性力学原理(广义塑性力学)(精)》是由中国建筑工业出版社出版的。
《土的塑性力学（第二版）》系统地介绍了土的塑性力学的基本概念、基础知识及最近进展。
全书除绪论外共12章：应力与应变、黏性土的应力-应变特性、无黏性土的应力-应变特性、土的抗剪强度特性、土的屈服和破坏准则、土的状态边界面（帽子屈服面）、材料的应力-应变理论、土的弹性计算模型、土的弹塑性计算模型、结构性土的计算模型、土的高级计算模型和土的极限分析原理。其主要目的是为土木、水利、道桥、公路、建筑等各类建筑物的地基、土石坝及土工结构的应力-应变分析、沉降计算和稳定计算等方面应用弹塑性理论打下基础。
《土的塑性力学（第二版）》可作为高等院校和科研院所的土木、水利、建筑专业的研究生教材和高年级本科生的选修课教材，也可作为相关专业科研、工程技术人员的参考用书。
应用弹塑性力学简介