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Spectral Analysis of Nonlinear Elastic Shapes

Autor James F. Doyle
en Limba Engleză Paperback – 27 noi 2021
This book concerns the elastic stability of thin-walled structures — one of the most challenging problems facing structural engineers because of its high degree of nonlinearity — and introduces the innovative approach of using spectral analysis of the shapes and the stiffness to gain insights into the nonlinear deformations. The methodology greatly facilitates correlating the shape changes with the stiffness changes. Professor Doyle also develops specific computer procedures that complement finite element methods so that the ideas and methods are applicable to general structural problems. Basic validity of the procedures is established using key archetypal problems from buckling/post-buckling of columns, arches, curved plates, and cylindrical shells, all worked out in significant detail. The book is ideal for a wide variety of structural engineers, particularly those in aerospace and civil fields. Researchers in computational mechanics also find a rich source of new ideas for post-processing data from nonlinear analyses.
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Specificații

ISBN-13: 9783030594961
ISBN-10: 3030594963
Pagini: 409
Ilustrații: XI, 409 p.
Dimensiuni: 155 x 235 mm
Ediția:1st ed. 2020
Editura: Springer International Publishing
Colecția Springer
Locul publicării:Cham, Switzerland

Cuprins

Introduction.- Overview of Shapes and Stiffness.- Shapes with Coupled Deformations.- Nonlinear Elastic Shapes.- Buckling Shapes.- Studies of Post-buckled Shapes.- Index.

Notă biografică

James F. Doyle is a professor of Aeronautics and Astronautics at Purdue University. He received a Dip. Eng, from DIT, Ireland; M.Sc. from University of Saskatchewan., Canada; and PhD, from U. Illinois, USA. His main areas of research is experimental and computational mechanics, Wave propagation, and nonlinear structural dynamics; special emphasis is placed on solving inverse problems. He has published a number of book on these topics. Professor Doyle is a dedicated teacher and pedagogical innovator. He is a recipient of the Frocht Award for Teaching and the Hetenyi Award for Research, both from the Society for Experimental Mechanics. He is a Fellow of the Society for Experimental Mechanics.

Textul de pe ultima copertă

This book concerns the elastic stability of thin-walled structures — one of the most challenging problems facing structural engineers because of its high degree of nonlinearity — and introduces the innovative approach of using spectral analysis of the shapes and the stiffness to gain insights into the nonlinear deformations. The methodology greatly facilitates correlating the shape changes with the stiffness changes. Professor Doyle also develops specific computer procedures that complement finite element methods so that the ideas and methods are applicable to general structural problems. Basic validity of the procedures is established using key archetypal problems from buckling/post-buckling of columns, arches, curved plates, and cylindrical shells, all worked out in significant detail. The book is ideal for a wide variety of structural engineers, particularly those in aerospace and civil fields. Researchers in computational mechanics also find a rich source of new ideas for post-processing data from nonlinear analyses.


  • Presents an innovative way of tackling nonlinear elastic stability problems with many new results and insights presented;
  • Adopts a thoroughly modern, computationally based approach using finite elements as its basis as well as for its validations;
  • Reinforces reader understanding with a range of practical problems encompassing arbitrary frame and shell structures;
  • Develops concepts systematically starting with basic deformations of structural members followed by analysis of structures with coupled deformations, progressing seemlessly to the nonlinear analysis of structures and buckling/post-buckling behaviors.

Caracteristici

Presents an innovative way of tackling nonlinear elastic stability problems with many new results and insights presented Adopts a thoroughly modern, computationally based approach using finite elements as its basis as well as for its validations Reinforces reader understanding with a range of practical problems encompassing arbitrary frame and shell structures Develops concepts systematically starting with basic deformations of structural members followed by analysis of structures with coupled deformations, progressing seemlessly to the nonlinear analysis of structures and buckling/post-buckling behaviors