Published in Int. Journal for Numerical Methods in Engineering Vol. 23 (2), pp. 253-274, 1986
doi: 10.1002/nme.1620230209

Abstract

A geometrically nonlinear finite element formulation based on a total Lagrangian approach for axisymmetric shells, arches and frames has been presented. The formulation allows for large displacement-large rotations of the structure. Shear deformation effects have also been taken into account. It has been shown how the formulation can be presented in a unified manner to treat simultaneously the three types of structures.

The PDF file did not load properly or your web browser does not support viewing PDF files. Download directly to your device: Download PDF document
Back to Top

Document information

Published on 11/12/18
Submitted on 11/12/18

DOI: 10.1002/nme.1620230209
Licence: CC BY-NC-SA license

Document Score

0

Times cited: 14
Views 12
Recommendations 0

Share this document

claim authorship

Are you one of the authors of this document?