Non-Classical Problems in the Theory of Elastic Stability: Deterministic, Probabilistic and Anti-optimization Approaches

Elishakoff, Isaac

ISBN 10: 0521020107 / ISBN 13: 9780521020107

Published by Cambridge University Press, 2008

About this Item

Presents techniques for stability analysis based on the probabilistic theory of stability or 'anti-optimization' theory. Num Pages: 356 pages, 121 b/w illus. BIC Classification: TNC. Category: (P) Professional & Vocational. Dimension: 244 x 182 x 21. Weight in Grams: 614. . 2008. Revised ed. paperback. . . . .

Seller Inventory # V9780521020107

Bibliographic Details

• Title: Non-Classical Problems in the Theory of Elastic Stability: Deterministic, Probabilistic and Anti-optimization Approaches
• Publisher: Cambridge University Press
• Publication Date: 2008
• Language: English
• ISBN 10: 0521020107
• ISBN 13: 9780521020107
• Binding: Soft cover
• Condition: New

About this title

Synopsis

When a structure is put under an increasing compressive load, it becomes unstable and buckling occurs. This important work discusses stability analysis and buckling problems and offers practical tools for dealing with uncertainties that exist in real systems. The techniques are based on two complementary theories that are developed in the text: the probabilistic theory of stability and "anti-optimization," a theory that is valid when the necessary information for probabilistic analysis is absent, that is, when only scant data are available. Design engineers, researchers, and graduate students in aerospace, mechanical, marine, and civil engineering concerned with issues of structural integrity will find this book a useful reference source.

Book Description

When a structure is put under an increasing compressive load, it becomes unstable and buckling occurs. Buckling is a particularly significant concern in designing shell structures such as aircraft and automobiles. This book discusses stability analysis and buckling problems and offers practical tools for dealing with uncertainties that exist in real systems. The techniques are based on two complementary theories which are developed in the text: the probabilistic theory of stability, with emphasis on reliability, and the alternative based on the notion of "anti-optimization," a theory valid when the necessary information for probabilistic analysis is absent. Design engineers, researchers, and graduate students concerned with issues of structural integrity will find this book a useful reference source.