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原文传递 Lattice Discrete Particle Model for the Simulation of Irregular Stone Masonry

题名：	Lattice Discrete Particle Model for the Simulation of Irregular Stone Masonry
正文语种：	eng
作者：	Angiolilli, Michele;Pathirage, Madura;Gregori, Amedeo;Cusatis, Gianluca
作者单位：	Univ Aquila Dept Civil Construct & Environm Engn I-67100 Laquila Italy;Northwestern Univ McCormick Sch Engn & Appl Sci Dept Civil & Environm Engn Evanston IL 60208 USA;Univ Aquila Dept Civil Construct & Environm Engn I-67100 Laquila Italy;Northwestern Univ McCormick Sch Engn & Appl Sci Dept Civil & Environm Engn Evanston IL 60208 USA
摘要：	This paper focuses on the simulation of irregular stone masonry by the lattice discrete particle model (LDPM), which simulates the fracture and failure behavior of quasi-brittle heterogeneous materials by modeling the interaction among coarse material heterogeneities. LDPM is formulated at the length scale of the masonry stones whose interaction is described through constitutive equations featuring softening in tension and strain hardening in compression. The numerical results relevant to diagonal compression tests show that the intrinsic stochastic character of LDPM can quantify the variation of the mechanical properties of irregular masonry resulting from random stone size and stone-size distribution. Furthermore, the paper presents an analysis of the size effect on irregular stone masonry structures. This was obtained by simulating the shear behavior of geometrically similar samples of different sizes. The simulations demonstrate that increasing structural size leads to a significant reduction of both structural strength and structural ductility. The magnitude of the predicted size effect suggests that, contrary to typical experimental results on reduced size samples, real irregular masonry structures must be considered as perfectly brittle. (C) 2021 American Society of Civil Engineers.
出版年：	2021
期刊名称：	Journal of structural engineering
卷：	147
期：	9