m (Move page script moved page Samper et al 2018p to Oliver Onate 1984a) |
|||
| Line 4: | Line 4: | ||
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. | 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. | ||
| + | |||
| + | <pdf>Media:Oliver_Onate_1984a_3689_OlOn1984.pdf</pdf> | ||
Latest revision as of 10:54, 26 March 2019
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.
Back to Top
Document information
Published on 01/01/1984
DOI: 10.1002/nme.1620201208
Licence: CC BY-NC-SA license
Share this document
claim authorship
Are you one of the authors of this document?