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Buckling and Postbuckling of Beams, Plates, and Shells

  • M. Reza¬†Eslami
Book

Part of the Structural Integrity book series (STIN, volume 1)

Table of contents

  1. Front Matter
    Pages i-xvii
  2. M. Reza Eslami
    Pages 1-6
  3. M. Reza Eslami
    Pages 7-110
  4. M. Reza Eslami
    Pages 189-278
  5. M. Reza Eslami
    Pages 381-463
  6. M. Reza Eslami
    Pages 465-537
  7. M. Reza Eslami
    Pages 539-588

About this book

Introduction

This book contains eight chapters treating the stability of all major areas of the flexural theory. It covers the stability of structures under mechanical and thermal loads and all areas of structural, loading and material types. The structural element may be assumed to be made of a homogeneous/isotropic material, or of a functionally graded material. Structures may experience the bifurcation phenomenon, or they may follow the postbuckling path. This volume explains all these aspects in detail.

The book is self-contained and the necessary mathematical concepts and numerical methods are presented in such a way that the reader may easily follow the topics based on these basic tools. It is intended for people working or interested in areas of structural stability under mechanical and/or thermal loads. Some basic knowledge in classical mechanics and theory of elasticity is required.

Keywords

Mechanical and thermal buckling Beams, curved beams, and rings Rectangular and circular plates Circular cylindrical, spherical, and conical shells Functionally graded materials

Authors and affiliations

  • M. Reza¬†Eslami
    • 1
  1. 1.Mechanical Engineering DepartmentAmirkabir University of TechnologyTehranIran

Bibliographic information

  • DOI https://doi.org/10.1007/978-3-319-62368-9
  • Copyright Information Springer International Publishing AG 2018
  • Publisher Name Springer, Cham
  • eBook Packages Engineering
  • Print ISBN 978-3-319-62367-2
  • Online ISBN 978-3-319-62368-9
  • Series Print ISSN 2522-560X
  • Series Online ISSN 2522-5618
  • Buy this book on publisher's site
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