Abstract:A B S T R A C T R !~ S U M 1 ~A numerical model is presented to study the mechanisms of microcrack propagation in concrete, the loaddisplacement response and the trajectories of the crack propagation in specimens under displacement control. The microstructure of concrete in this model is represented by a matrix, inclusions and pre-existing microcracks introduced around the inclusions. Both the matrix and the inclusions are assumed to be elastic, homogeneous brittle materials. The stiffness of the inclusions is… Show more
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