Published in Finite Elements in Analysis and Design Vol. 47 (9), pp. 982-990, 2011
doi: 10.1016/j.finel.2011.03.014

Abstract

This paper presents a formulation for analysis of thin elastic membranes using a rotation-free shell element within an explicit time integration strategy. The applications presented are isotropic/anisotropic rectangular membranes under shear forces and fabric drapes falling over a pedestal. Results are compared with other numerical results existing in the literature.

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 01/01/2011

DOI: 10.1016/j.finel.2011.03.014
Licence: CC BY-NC-SA license

Document Score

0

Times cited: 19
Views 21
Recommendations 0

Share this document

claim authorship

Are you one of the authors of this document?