Simple Homogenized Model for the Nonlinear Analysis of FRP-Strengthened Masonry Structures. Part II: Structural Applications

The homogenized masonry non-linear stress-strain curves obtained through the simple micro-mechanical model developed in the first part of the paper are here used for the analysis of strengthened masonry walls under various loading conditions. In particular, a deep beam and a shear wall strengthened with FRP strips are analyzed for masonry loaded in-plane. Additionally, single and double curvature masonry structures strengthened in various ways, namely a circular arch with buttresses and a ribbed cross vault are considered. For all the examples presented, both the non-strengthened and FRP strengthened cases are discussed. Additional non-linear FE analyses are performed, modeling masonry through an equivalent macroscopic material with softening, in order to assess the present model predictions. Detailed comparisons between the experimental data, where available, and numerical results are also presented. The examples show the efficiency of the homogenized technique with respect to: (1) accuracy of the results; (2) low number of finite elements required; (3) independence of the mesh, at a structural level, from the actual texture of masonry.