par Coenen, Jacques 
Référence Computers & structures, 12, 1, page (107-117)
Publication Publié, 1980
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. |
