A three-dimensional limit analysis model for masonry structures is presented. In the model the masonry is discretized as an assemblage of rigid blocks, which interact via no-tension contact surfaces with Coulomb friction. A concave contact formulation is adopted and an iterative solution procedure is used to allow the underlying non-associative friction problem to be solved. Second order cone programming (SOCP) is used to allow direct modelling of the conic failure surface. The formulation is validated against various numerical benchmark problems and then successfully applied to masonry walls and a small-scale masonry building tested experimentally.
Limit analysis of 3D masonry block structures with non-associative frictional joints using cone programming / Portioli, FRANCESCO PAOLO ANTONIO; Casapulla, Claudia; Gilbert, M.; Cascini, Lucrezia. - In: COMPUTERS & STRUCTURES. - ISSN 0045-7949. - 143:(2014), pp. 108-121. [10.1016/j.compstruc.2014.07.010]
Limit analysis of 3D masonry block structures with non-associative frictional joints using cone programming
PORTIOLI, FRANCESCO PAOLO ANTONIO;CASAPULLA, CLAUDIA;CASCINI, LUCREZIA
2014
Abstract
A three-dimensional limit analysis model for masonry structures is presented. In the model the masonry is discretized as an assemblage of rigid blocks, which interact via no-tension contact surfaces with Coulomb friction. A concave contact formulation is adopted and an iterative solution procedure is used to allow the underlying non-associative friction problem to be solved. Second order cone programming (SOCP) is used to allow direct modelling of the conic failure surface. The formulation is validated against various numerical benchmark problems and then successfully applied to masonry walls and a small-scale masonry building tested experimentally.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
