Non-Classical Problems in the Theory of Elastic Stability - Info and Reading Options
By Isaac Elishakoff, Yiwei Li and Jr, James H. Starnes

"Non-Classical Problems in the Theory of Elastic Stability" is published by Cambridge University Press in September 15, 2005 - Cambridge, it has 352 pages and the language of the book is English.
“Non-Classical Problems in the Theory of Elastic Stability” Metadata:
- Title: ➤ Non-Classical Problems in the Theory of Elastic Stability
- Authors: Isaac ElishakoffYiwei LiJr, James H. Starnes
- Language: English
- Number of Pages: 352
- Publisher: Cambridge University Press
- Publish Date: September 15, 2005
- Publish Location: Cambridge
“Non-Classical Problems in the Theory of Elastic Stability” Subjects and Themes:
- Subjects: Buckling (mechanics) - Elasticity - Probabilities - Structural stability
Edition Specifications:
- Format: Paperback
- Weight: 1.7 pounds
- Dimensions: 9.5 x 6.7 x 0.8 inches
Edition Identifiers:
- The Open Library ID: OL7713681M - OL25649402W
- ISBN-13: 9780521020107 - 9780511529658
- ISBN-10: 0521020107
- All ISBNs: 0521020107 - 9780521020107 - 9780511529658
AI-generated Review of “Non-Classical Problems in the Theory of Elastic Stability”:
Snippets and Summary:
This chapter investigates the buckling mode localization in the periodic multi-span beams and plates.
"Non-Classical Problems in the Theory of Elastic Stability" Description:
Open Data:
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, automobiles, ships, or bridges. 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. First, the probabilistic theory of stability is presented, with particular emphasis on reliability. Both theoretical and computational issues are discussed. Secondly, the authors present the alternative to probability based on the notion of '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 who are concerned with issues of structural integrity will find this book a useful reference source
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