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Published in Int. Journal for Numerical Methods in Engineering Vol. 20 (12), pp. 2253-2281, 1984
doi: 10.1002/nme.1620201208
Abstract
A total Lagrangian finite element formulation for the geometrically nonlinear analysis (large displacement/large rotations) of shells is presented. Explicit expressions of all relevant finite element matrices are obtained by means of the definition of a local co‐ordinate system, based on the shell principal curvature directions, for the evaluation of strains and stresses. A series of examples of nonlinear analysis of shell and plate structures is given.
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Published on 01/01/1984
DOI: 10.1002/nme.1620201208
Licence: CC BY-NC-SA license
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