Theory of flexible shells /

Engineers and researchers concerned with the problems of thin-walled structures have a choice of books on shell theory. However, the almost exclusive concern of these books are shells designed for maximum strength and stiffness. Shells which are designed for maximum elastic displacements (flexible s...

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Bibliographic Details
Main Authors: Axelrad, E. L. (Ernest L.), 1927-
Corporate Authors: Elsevier Science & Technology.
Published: North-Holland ; Sole distributors for the U.S.A. and Canada, Elsevier Science Pub. Co.,
Publisher Address: Amsterdam ; New York : New York, N.Y., U.S.A. :
Publication Dates: 1987.
Literature type: eBook
Language: English
Series: North Holland series in applied mathematics and mechanics ; v. 28
Subjects:
Online Access: http://www.sciencedirect.com/science/bookseries/01675931/28
Summary: Engineers and researchers concerned with the problems of thin-walled structures have a choice of books on shell theory. However, the almost exclusive concern of these books are shells designed for maximum strength and stiffness. Shells which are designed for maximum elastic displacements (flexible shells) have been used in industry for decades, but are largely ignored in shell-theory books due to tradition and to the wide variety of shapes and problems involved. This book presents the general theory of elastic shells and the deformation inherent in flexibility. For the analysis of stability of the two-dimensionally variable large elastic deformations, a local approach is developed. The specialized theory is then applied to the basic problems of flexible shells - tubes, open-section beams and shells of revolution. The results of parametric studies are presented in numerous graphs.
Carrier Form: 1 online resource (xvi, 399 pages) : illustrations.
Bibliography: Includes bibliographical references (pages 385-396).
ISBN: 0444879544
9780444879547
Index Number: TA660
CLC: TU33