Homogenized global nonlinear constitutive model for RC panels under cyclic loadings
Résumé
A new nonlinear stress resultant global constitutive model for RC panels is presented. Concrete damage, concrete stress transfer at cracks and bond-slip stress are the main nonlinear effects identified at the local scale that constitute the basis for the construction of the stress resultant global model through an analytical homogenization technique. The closed form solution is obtained using general functions for the previous phenomena.
Origine | Fichiers produits par l'(les) auteur(s) |
---|
Loading...