计算塑性力学

出版时间：2012-3  出版社：浙江大学出版社  作者：俞茂宏，李建春　编著  页数：529  

内容概要

《计算塑性力学(英文版)》由俞茂宏、李建春所著。《计算塑性力学(
英文版)》为《中国科技进展》丛书之一。 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 Univeity Press: Hangzhou, 2009.
This book is intended for graduate students, researche and enginee
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
solutio.

书籍目录

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 Paramete
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 Cotitutive
Relatio
8  Strip with a Circular Hole under Teion 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 Caver 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

章节摘录

版权页：   插图：    The similar results were also obtained by other researchers.A real-life problemin geomechanics were investigated by Wunderlich et al.(2001) using a sixparameters criterion.The plastic strains of strip foundation by using the Ehlerssingle-surface yield criterion was giver by Ehlers (1995),as shown in Fig.9.3.Bearing capacity of strip and circular footings in sand following theMohr-Coulomb failure criterion are given by Loukidis and Salgado (2009). Collapse mechanisms as depicted by contours of the plastic maximum shear strainincrement compared against the mechanism yielded by Martin's ABC program(Martin,2002;2005) for strip footings on weightless soil with surcharge arepresented(Loukidis and Salgado,2009).

编辑推荐

《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。

用户评论 (总计4条)

•   对塑性力学的解释可谓是非常的易于接受，给读者很清晰的思路！
•   作者是该领域很出名的人，书的印刷也很精致，纸张类似挂历纸。
•   还不错的，快递速度还行，书本身的质量很好，只是货运时被挤了一下。
•   俞茂宏很牛逼！值得学习