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Geometrically non-linear analysis of shell structures

Record type: Article

The paper presents a finite element formulation for the geometrically non-linear analysis of shells. The formulation is based on the Hellinger—Reissner approach and uses internal transverse shear stress unknowns to alleviate the problem of shear locking. A ring and a quadrilateral element are presented, together with three examples which demonstrate the accuracy of the elements.

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Citation

Moy, S.S.J. and LAM, S.S.E. (1991) Geometrically non-linear analysis of shell structures Communications in Applied Numerical Methods, 7, (5), pp. 377-391. (doi:10.1002/cnm.1630070505).

More information

Published date: July 1991

Identifiers

Local EPrints ID: 74783
URI: http://eprints.soton.ac.uk/id/eprint/74783
ISSN: 2040-7939
PURE UUID: 0c034f5a-a3b7-4f06-b70d-afe63fb79570

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Date deposited: 11 Mar 2010
Last modified: 18 Jul 2017 23:45

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Contributors

Author: S.S.J. Moy
Author: S.S.E. LAM

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