计算塑性力学

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

3 Material Models in Computational Plasticity

4 Unified Strength Theory and its 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 Generator

Index

Computational Plasticity With Emphasis on the Application of the Unified Strength Theory explores a new and important branch of computational mechanics and is the third book in a plasticity series published by Springer. The other two are： Generalized Plasticity， Springer： Berlin， 2006； and Structural Plasticity， Springer and Zhejiang University Press： Hangzhou, 2009.
This book is intended for graduate students, researchers and engineers working in solid mechanics, engineering and materials science. The theories and methods provided in this book can also be used for other computer codes and different structures. More results can be obtained, which put the potential strength of the material to better use, thus offering material-saving and energy-saving solutions.

《计算塑性力学》着重于应用统一强度理论来开展数值计算分析。该书系统地阐述了统一强度理论和相关联流动法则，详细地介绍了该理论的数值计算编程，而且充分地论证了统一强度理论在工程数值计算领域的可行性。统一强度理论可对工程中各种结构进行弹塑性数值分析，可适用于不同的数值方法和各种结构分析程序。该书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。