Restrained shrinkage of massive masonry walls
Restrained shrinkage of massive, one-storey, non-load bearing masonry walls with one-sided restraint has been simulated. A discontinuum model, including tensile and shear failure of mortar joints is employed to reproduce masonry behaviour in crack zones. Where cracking is not expected, masonry is modelled as an elastic continuum. The model is implemented in the commercial finite element programme
