<P>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 usin
Shakedown of Elastic-Plastic Structures
β Scribed by JAN A. KΓNIG (Eds.)
- Publisher
- Elsevier Science Ltd
- Year
- 1987
- Tongue
- English
- Leaves
- 219
- Series
- Fundamental Studies in Engineering 7
- Category
- Library
No coin nor oath required. For personal study only.
β¦ Table of Contents
Content:
Fundamental Studies in Engineering
Page II
Front Matter
Page III
Copyright page
Page IV
Preface
Pages V-VI
J.A. KΓΆnig
Chapter I - Introduction
Pages 1-10
Chapter II - General Theory of Elastic-Plastic Structures
Pages 11-21
Chapter III - Notion of Shakedown
Pages 22-34
Chapter IV - The Classical Shakedown Theory
Pages 35-56
Chapter V - Shakedown Theory in Generalized Variables
Pages 57-90
Chapter VI - Shakedown of Beams and Plane Frames
Pages 91-113
Chapter VII - Mathematical Programming in General Problems of Shakedown Analysis
Pages 114-123
Chapter VIII - Shakedown Analysis in the Case of Slow Variations of Mechanical Loads and Temperature
Pages 124-145
Chapter IX - Shakedown Deflections
Pages 146-170
Chapter X - Shakedown in Engineering Problems
Pages 171-181
Chapter XI - On the Influence of Geometrical Nonlinearity
Pages 182-188
Chapter XII - Shakedown of Strain-Hardening Structures
Pages 189-194
Chapter XIII - Some Remarks on the Limitations and Practical Validity of the Shakedown Theory
Pages 195-196
References
Pages 197-212
Subject Index
Pages 213-214
π SIMILAR VOLUMES
<p>Although elastin was first identified and purifled in 1840, relatively few, major advances to determine its structure and function occurred between then and 1970. This was pointed out by Carl Franzblau in his recent review (1). This sad state of affairs does not detract, however, from the importa
<p>The subject discussed in this book is the stability of thin-walled elastic systems under static loads. The presentation of theses problems is based on modern approaches to elastic-stability theory. Special attention is paid to the formulation of elastic-stability criteria, to the statement of col