
W. T. Koiter’s Elastic Stability of Solids and Structures
by Edited by Arnold M. A. van der HeijdenBuy New
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Summary
Table of Contents
Preface | p. vii |
Stability | p. 1 |
Discrete systems | p. 1 |
Continuous Elastic Systems | p. 7 |
Thermodynamic background | p. 7 |
Theorems on stability and instability | p. 11 |
The stability limit | p. 18 |
Equilibrium states for loads in the neighborhood of the buckling load | p. 27 |
The influence of imperfections | p. 41 |
On the determination of the energy functional for an elastic body | p. 47 |
Applications | p. 55 |
The incompressible bar (the problem of the elastica) | p. 55 |
Bar with variable cross section and variable load distribution | p. 59 |
The elastically supported beam | p. 61 |
Simple two-bar frame | p. 67 |
Simple two-bar frame loaded symmetrically | p. 72 |
Bending and torsion of thin-walled cross sections under compression | p. 78 |
Infinite plate between flat smooth stamps | p. 84 |
Helical spring with a small pitch | p. 101 |
Torsion of a shaft | p. 110 |
Torison of a shaft with a Cardan (Hooke's) joint | p. 119 |
Lateral buckling of a beam loaded in bending | p. 126 |
Buckling of plates loaded in their plane | p. 137 |
Post-buckling behavior of plates loaded in their plane | p. 158 |
The "von Karman-Foppl Equations" | p. 166 |
Buckling and post-buckling behavior of shells using shallow shell theory | p. 169 |
Buckling behavior of a spherical shell under uniform external pressure using the general theory of shells | p. 182 |
Buckling of circular cylindrical shells | p. 201 |
The influence of more-or-less localized short-wave imperfections on the buckling of circular cylindrical shells under axial compression | p. 221 |
Selected Publications of W. T. Koiter on Elastic Stability Theory | p. 227 |
Index | p. 229 |
Table of Contents provided by Ingram. All Rights Reserved. |
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