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), 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.
|Subjects:||T Technology > TA Engineering (General). Civil engineering (General)|
|Divisions:||University Structure - Pre August 2011 > School of Civil Engineering and the Environment
|Date Deposited:||11 Mar 2010|
|Last Modified:||02 Mar 2012 13:02|
|Contributors:||Moy, S.S.J. (Author)
LAM, S.S.E. (Author)
|RDF:||RDF+N-Triples, RDF+N3, RDF+XML, Browse.|
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