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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Description/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.
| Item Type: | Article |
|---|---|
| ISSNs: | 2040-7939 (print) 2040-7947 (electronic) |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | University Structure - Pre August 2011 > School of Civil Engineering and the Environment |
| Item ID: | 74783 |
| Date Deposited: | 11 Mar 2010 |
| Last Modified: | 02 Mar 2012 13:02 |
| Contributors: | Moy, S.S.J. (Author) LAM, S.S.E. (Author) |
| Date: | July 1991 |
| Status: | Published |
| URI: | http://eprints.soton.ac.uk/id/eprint/74783 |
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