计算塑性力学

所属分类:力学  
出版时间:2012-3   出版时间: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。

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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
 

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