Optimal FRP reinforcement of masonry walls out-of-plane loaded: A combined homogenizationtopology optimization approach complying with masonry strength domain
Rational FRP reinforcement of out-of-plane loaded masonry walls. Utilization of a topology optimization approach combined with homogenization. Homogenization plate model for masonry at failure (strength domains evaluation). Topology optimization of the FRP-reinforcement with stress constraints and orthotropic material. Application to windowed panels out-of-plane loaded.
reinforcement homogenization topology optimization masonry out-of-plane loaded minimum compliance local stress constraints