Bertolesi, Elisa; Milani, Gabriele; Lourenço, Paulo B.(Elsevier, 2016)
[EN] Two simple homogenization models suitable for the non-linear analysis of masonry walls in-plane loaded are presented. A rectangular running bond elementary cell is discretized by means of twenty-four constant stress ...
[EN] A simple holonomic compatible homogenization approach for the non-linear analysis of masonry walls in-plane loaded is presented.
The elementary cell (REV) is discretized with 24 triangular elastic constant stress ...