Overview
- Focusing on unified strength theory instead of the Tresca criterion used in most books
- Contains new unified solutions for bearing capacity of structures
Part of the book series: Advanced Topics in Science and Technology in China (ATSTC)
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About this book
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".
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Table of contents (17 chapters)
Authors and Affiliations
Bibliographic Information
Book Title: Structural Plasticity
Book Subtitle: Limit, Shakedown and Dynamic Plastic Analyses of Structures
Authors: Maohong Yu, Jianchun Li, Guowei Ma
Series Title: Advanced Topics in Science and Technology in China
DOI: https://doi.org/10.1007/978-3-540-88152-0
Publisher: Springer Berlin, Heidelberg
eBook Packages: Engineering, Engineering (R0)
Copyright Information: Springer-Verlag Berlin Heidelberg 2009
eBook ISBN: 978-3-540-88152-0Published: 14 November 2009
Series ISSN: 1995-6819
Series E-ISSN: 1995-6827
Edition Number: 1
Number of Pages: XVII, 384
Number of Illustrations: 238 b/w illustrations
Additional Information: Jointly published with Zhejiang University Press
Topics: Building Construction and Design, Solid Mechanics, Civil Engineering, Mechanical Engineering