Elastic displacements of a cement-based composite beam reinforced with punched steel meshes

摘要

Using Mohr's method, a methodology is proposedfor the calculation of elastic displacements of a cement-basedcomposite beam reinforced with punched steel mesh ribbons. Themethodology takes into account the possible asymmetry of thestructure, the geometry of meshes, and the elastic properties ofcement mortar and steel.