Geometrically non-linear analysis of shell structures
Geometrically non-linear analysis of shell structures
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.
377-391
Moy, S.S.J.
d1b1f023-d32a-4b00-8a3f-17c89f91a51e
LAM, S.S.E.
8b010af3-db53-45ce-b43e-da98ec5992b0
July 1991
Moy, S.S.J.
d1b1f023-d32a-4b00-8a3f-17c89f91a51e
LAM, S.S.E.
8b010af3-db53-45ce-b43e-da98ec5992b0
Moy, S.S.J. and LAM, S.S.E.
(1991)
Geometrically non-linear analysis of shell structures.
Communications in Applied Numerical Methods, 7 (5), .
(doi:10.1002/cnm.1630070505).
Abstract
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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Published date: July 1991
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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: 13 Mar 2024 22:40
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Author:
S.S.J. Moy
Author:
S.S.E. LAM
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