A new macro-element discretization models masonry arches with single-DOF elements and interface interactions to simulate nonlinear joint-dominated failure under various loads.
Heyman, The estimation of the strength of masonry arches , Proc Inst Civ Engrs 1980;69:921
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A Discrete Macro-Element Method (DMEM) for the nonlinear structural assessment of masonry arches
A new macro-element discretization models masonry arches with single-DOF elements and interface interactions to simulate nonlinear joint-dominated failure under various loads.