Análisis del comportamiento en muros de mampostería reforzados sometidos a fuerza cortante en voladizos.

Abstract

The present project aims to analyze the behavior that could have a reinforced masonry wall before the submission of cutting forces; since, it has been evidenced that in structures with overhangs that haven walls tend to move due to vertical overloads, thus, to present cracking or even collapse of the same. This results in economic problems, since these drawbacks cause activities such as the purchase of materials and labor costs to be taken into account again for the development of the reconstruction process. For this, the modeling in the RAM software of a type structure with and without reinforcement in the masonry walls was carried out, where they were subjected to an overload in the flying points, generating a shear force in the walls. In this way, taking into consideration the results obtained, the analysis focused on deformations, efforts and reactions, as the most relevant data; in order to know the behavior of these. Finally, the two models were compared, where the MOD2 model (with reinforcement) has greater resistance to shear forces, because no cracks or rupture are generated.