Non-Classical Problems in the Theory of Elastic Stability

Elishakoff, Isaac; Li, Yiwei; Starnes, James H.

ISBN 10: 0521782104 / ISBN 13: 9780521782104

Published by Cambridge University Press, Cambridge, 2001

About this Item

xvi, 336pp. Glossy hardcover binding is clean, tight, and square. The interior and text are clean and unmarked. NOT ex-library. Black remainder mark on the lower page ends, else fine and as new.

Seller Inventory # 005022

Bibliographic Details

• Title: Non-Classical Problems in the Theory of Elastic Stability
• Publisher: Cambridge University Press, Cambridge
• Publication Date: 2001
• Language: English
• ISBN 10: 0521782104
• ISBN 13: 9780521782104
• Binding: Hardcover
• Condition: Near Fine

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.