A shell finite element for large strain elastoplasticity with anisotropies—-Reference-Cited by-同舟云学术

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A shell finite element for large strain elastoplasticity with anisotropies—

Published:1999-12 Issue:35 Volume:36 Page:5425-5451
ISSN:0020-7683
Container-title:International Journal of Solids and Structures
language:en
Short-container-title:International Journal of Solids and Structures

Author:

Schieck B.,Smoleński W.M.,Stumpf H.

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Modelling and Simulation

Reference21 articles.

1. Acharya, A., Shawki, T.G., 1996. The Clausius–Duhem inequality and the structure of rate-independent plasticity. Int. J. Plasticity 12 (2) , 229–238.

2. Anand, L., 1979. On H. Henckys approximate strain-energy function for moderate deformations. Trans. ASME, J. Appl. Mech. 76, 78–82.

3. Anand, L., 1986. Moderate deformations in extension–torsion of incompressible isotropic elastic materials. J. Mech. Phys. Solids 34 (3) 293–304.

4. Bathe, K.J., Dvorkin, E.N., 1986. A formulation of general shell elements, the use of mixed interpolation of tensorial components. Int. J. Num. Meth. Engng 22, 697–722.

5. Brank, B., Peric, D., Damjanic, F., 1997. On large deformations of thin elasto-plastic shells: implementation of a finite rotation model for quadrilateral shell element. Int. J. Num. Meth. Engng 40, 689–726.

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4. Efficient and accurate multilayer solid-shell element: non-linear materials at finite strain;International Journal for Numerical Methods in Engineering;2005

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