計(jì)算塑性力學(xué)

內(nèi)容概要

《計(jì)算塑性力學(xué)(英文版)》由俞茂宏、李建春所著?！队?jì)算塑性力學(xué)(
英文版)》為《中國(guó)科技進(jìn)展》叢書之一。 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.

書籍目錄

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

章節(jié)摘錄

版權(quán)頁：   插圖：    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).

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《中國(guó)科技進(jìn)展叢書:計(jì)算塑性力學(xué)(英文版)》中也介紹了中國(guó)科學(xué)院武漢巖土力學(xué)研究所、浙江大學(xué)、北京科技大學(xué)、二炮、中國(guó)水利水電科學(xué)研究院、西安交通大學(xué)、西南交通大學(xué)等單位近年來關(guān)于統(tǒng)一強(qiáng)度理論研究和在巖土、水利、土木、機(jī)械工程等方面應(yīng)用的研究成果。這些系列化的研究結(jié)果可以為工程應(yīng)用提供更多的資料、參考、比較和選用。

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