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The Nonlinear Stability of a Heavy Rigid Plate Supported by Flexible Columns

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TR Number

TR-92-61

Date

1992

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Department of Computer Science, Virginia Polytechnic Institute & State University

Abstract

A heavy rigid platform is supported by thin elastic legs. The governing equations for large deformations are formulated and solved numerically by homotopy and quasi-Newton methods. Nonlinear phenomena such as non-uniqueness, catastrophe and hysteresis are found. A global critical load for nonlinear stability is introduced.

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