par Coenen, Jacques
Référence Computers & structures, 12, 1, page (107-117)
Publication Publié, 1980
Article révisé par les pairs
Résumé : A limit analysis method for thick reinforced concrete shells of arbitrary shape is developed using a 3-D concrete model based on a Mohr-Coulomb fracture theory in a solid-like isoparametric element. The proposed approach is well suited to engineering requirements as is illustrated by a HP shell case study. © 1980.

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