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Structural Plasticity

Limit, Shakedown and Dynamic Plastic Analyses of Structures

  • Maohong Yu
  • Jianchun Li
  • Guowei Ma

Part of the Advanced Topics in Science and Technology in China book series (ATSTC)

About this book

Introduction

Limit and shakedown analysis for structures can provide a very useful tool for design and analysis of engineering structures. "Structural Plasticity - Limit, Shakedown and Dynamic Plastic Analyses of Structure" provides more general solutions of limit and shakedown analysis for structures by using a unified strength theory. A series of solutions of plates from circular, annular plates to rhombus plates and square plates, rotating discs and cylinders, pressure vessels are presented. These results encompass the Tresca-Mohr-Coulomb solution of structure as special cases. The unified solution, which cannot be obtained by using a single criterion, is suitable to more materials and structures.

Maohong Yu is professor of Department of Civil Engineering at Xi'an Jiaotong University, China. He has authored 12 books including "Unified Strength Theory and Its Applications" and "Generalized Plasticity".

Keywords

ATSTC Fundament ZJUP dynamic plastic behavior plastic limit analysis shakedown analyses structural plasticity structure

Authors and affiliations

  • Maohong Yu
    • 1
  • Jianchun Li
    • 2
  • Guowei Ma
    • 2
  1. 1.MOE Key Lab for Strength and Vibration of Structures Department of Civil EngineeringXi’an Jiaotong UniversityXi’anChina
  2. 2.School of Civil and Environmental EngineeringNanyang Technological UniversitySingapore

Bibliographic information

  • DOI https://doi.org/10.1007/978-3-540-88152-0
  • Copyright Information Springer-Verlag Berlin Heidelberg 2009
  • Publisher Name Springer, Berlin, Heidelberg
  • eBook Packages Engineering
  • Print ISBN 978-3-540-88151-3
  • Online ISBN 978-3-540-88152-0
  • Series Print ISSN 1995-6819
  • Buy this book on publisher's site