Geometrically non-linear analysis of shell structures

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).


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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.

Item Type: Article
Digital Object Identifier (DOI): doi:10.1002/cnm.1630070505
ISSNs: 2040-7939 (print)
ePrint ID: 74783
Date :
Date Event
July 1991Published
Date Deposited: 11 Mar 2010
Last Modified: 18 Apr 2017 20:45
Further Information:Google Scholar

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