Secure CheckoutPersonal information is secured with SSL technology.
Free ShippingFree global shipping
No minimum order.
I. Introduction. II. General Theory of Elastic-Plastic Structures. III. Notion of Shakedown. IV. The Classical Shakedown Theory. V. Shakedown Theory in Generalized Variables. VI. Shakedown of Beams and Plane Frames. VII. Mathematical Programming in General Problems of Shakedown Analysis. VIII. Shakedown Analysis in the Case of Slow Variations of Mechanical Loads and Temperature. IX. Shakedown Deflections. X. Shakedown in Engineering Problems. XI. On the Influence of Geometrical Nonlinearity. XII. Shakedown of Strain-Hardening Structures. XIII. Some Remarks on the Limitations and Practical Validity of the Shakedown Theory. References. Subject Index.
In this book, the author has collected existing information on the analysis of elastic-plastic structures subjected to variable repeated loads and to variable temperature fields. He presents the foundations of the theory and its applications to the shakedown analysis of structures of various types and to computational algorithms.
The book provides useful and interesting material for students of civil and mechanical engineering, practising engineers with a good mathematical background and also scientists concerned with the analysis of inelastic structures.
- © North Holland 1987
- 1st January 1987
- North Holland
- eBook ISBN:
@qu:...provides excellent material and will be an invaluable reference source... @source:Journal of the Society of Environmental Engineers @qu:It provides an excellent survey of the development on the subject... @source:Applied Mechanics Reviews
Elsevier.com visitor survey
We are always looking for ways to improve customer experience on Elsevier.com.
We would like to ask you for a moment of your time to fill in a short questionnaire, at the end of your visit.
If you decide to participate, a new browser tab will open so you can complete the survey after you have completed your visit to this website.
Thanks in advance for your time.