“…In general, two fundamental groups of such models can be distinguished. The first group of these models are the models where "mechanical" (stress induced) damage effects are neglected in the heat and mass transfer inside the concrete element (e.g., [1]) and are, therefore, applicable for concrete structures with zero mechanical loading and where thermal dilatations of the concrete element are not (significantly) restrained, so that no (significant) stress is induced in the element during fire. In a general case of a mechanically loaded concrete structure in fire, however, the alternative fully coupled thermo-hygro-mechanical models must be applied (e.g.…”