A Two-Step Perturbation Method in Nonlinear Analysis of Beams, Plates and Shells

Author: Hui-Shen Shen  

Publisher: John Wiley & Sons Inc‎

Publication year: 2013

E-ISBN: 9781118649909

P-ISBN(Hardback):  9781118649886

Subject: TU33 thin shell structure

Language: ENG

Access to resources Favorite

Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.

Description

The capability to predict the nonlinear response of beams, plates and shells when subjected to thermal and mechanical loads is of prime interest to structural analysis. In fact, many structures are subjected to high load levels that may result in nonlinear load-deflection relationships due to large deformations. One of the important problems deserving special attention is the study of their nonlinear response to large deflection, postbuckling and nonlinear vibration.

A two-step perturbation method is firstly proposed by Shen and Zhang (1988) for postbuckling analysis of isotropic plates. This approach gives parametrical analytical expressions of the variables in the postbuckling range and has been generalized to other plate postbuckling situations. This approach is then successfully used in solving many nonlinear bending, postbuckling, and nonlinear vibration problems of composite laminated plates and shells, in particular for some difficult tasks, for example, shear deformable plates with four free edges resting on elastic foundations, contact postbuckling of laminated plates and shells, nonlinear vibration of anisotropic cylindrical shells. This approach may be found its more extensive applications in nonlinear analysis of nano-scale structures. 

  • Concentrates on three types of nonlinear analyses: vibration, bending and postbuckling
  • Presents not only the theoretical aspect of the techniques, but also engineering applications of the method

A Two-Step Perturbation Method in Nonlinear Analysis of Beams, Plates and Shells is an original and unique technique devoted entirely to solve geometrically nonlinear problems of beams, plates and shells. It is ideal for academics, researchers and postgraduates in mechanical engineering, civil engineering and aeronautical engineering.

Chapter

Contents

pp.:  1 – 7

About the Author

pp.:  7 – 11

Preface

pp.:  11 – 13

List of Symbols

pp.:  13 – 15

2 Nonlinear Analysis of Beams

pp.:  17 – 25

4 Nonlinear Bending Analysis of Plates

pp.:  43 – 95

5 Postbuckling Analysis of Plates

pp.:  95 – 161

6 Nonlinear Vibration Analysis of Cylindrical Shells

pp.:  161 – 231

7 Postbuckling Analysis of Cylindrical Shells

pp.:  231 – 289

Index

pp.:  289 – 365

LastPages

pp.:  365 – 369