An anisotropic elastoplastic-damage mode
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G. Meschke; R. Lackner; H. A. Mang
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Article
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1998
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John Wiley and Sons
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English
β 258 KB
A material model for plain concrete formulated within the framework of multisurface elastoplasticity-damage theory is proposed in this paper. Anisotropic sti ness degradation as well as inelastic deformations are taken into account. The applicability of the model encompasses cracking as well as the