id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
fis-2696	Pepe, Marco; Pingaro, Marco; Trovalusci, Patrizia; Reccia, Emanuele; Leonetti, Lorenzo	Micromodels for the in-plane failure analysis of masonry walls: Limit Analysis, FEM and FEM/DEM approaches	2019	13	.pdf	application/pdf	7517	417	50	An efficient solution procedure for crushing failure in 3D limit analysis of masonry block structures with non-associative frictional joints, International Journal of Solids and Structures, 69– 70, pp. In detail, masonry blocks are made by bulk finite elements with linearly elastic and isotropic material properties, whereas dry joints are represented as zero-thickness damage-based cohesive interface elements placed in between, equipped with an intrinsic mixed-mode displacement-based traction-separation law (TSL).	cache/fis-2696.pdf	txt/fis-2696.txt