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A boundary element scheme for plate post-buckling analysis

Record type: Book Section

The non-linear post-buckling behaviour of a plate of any shape and support conditions, subjected to loading parallel to its plane, can only be predicted by numerical methods.
Recent developments in formulations of this problem, based on the boundary element method (BEM), are reviewed.
A new procedure is proposed whereby BEM modelling is combined with domain models for the lateral deflection and the stress function yielding the membrane forces.
The non- linear plate response to in-plane loading initiated by imperfections is determined incrementally with the option of increasing accuracy through iterations within each loading step.
The curvature and membrane force distribution in the deformed plate is approximated through non-linear interpolation models for the deflection and stress function over domain cells.

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Citation

Syngellakis, S. (1998) A boundary element scheme for plate post-buckling analysis In, Brebbia, C.A. (eds.) Boundary Element Research in Europe. Ashhurst, UK, Computational Mechanics pp. 305-316. (Modelling and Simulation, 20).

More information

Published date: 1998

Identifiers

Local EPrints ID: 21183
URI: http://eprints.soton.ac.uk/id/eprint/21183
ISBN: 1853125946
PURE UUID: 9f0ccf3b-adff-4bb7-bcc9-3e76f4439de0

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Date deposited: 08 Nov 2006
Last modified: 17 Jul 2017 16:27

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Contributors

Author: S. Syngellakis
Editor: C.A. Brebbia

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