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Published in ''Finite Elements in Analysis and Design'' Vol. 47 (9), pp. 982-990, 2011<br /> | Published in ''Finite Elements in Analysis and Design'' Vol. 47 (9), pp. 982-990, 2011<br /> | ||
| − | doi: 10.1016/j.finel.2011.03.014 | + | doi: [https://www-sciencedirect-com.recursos.biblioteca.upc.edu/science/article/pii/S0168874X11000643 10.1016/j.finel.2011.03.014] |
== Abstract == | == Abstract == | ||
Latest revision as of 11:45, 20 April 2022
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.
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Published on 01/01/2011
DOI: 10.1016/j.finel.2011.03.014
Licence: CC BY-NC-SA license
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