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Lookup NU author(s): Dr Vasilis SarhosisORCiD
This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License (CC BY-NC-ND).
© 2018 Elsevier Ltd In this paper, a novel 3D detailed micro-model to analyse the mechanical response of masonry panels under in-plane and out-of-plane loading conditions is proposed. The modelling approach is characterized by textured units, consisting of one brick and few mortar layers, represented by 3D solid finite elements obeying to plastic-damage constitutive laws. Textured units are assembled, accounting for any actual 3D through-thickness arrangement of masonry, by means of zero-thickness rigid-cohesive-frictional interfaces, based on the contact penalty method and governed by a Mohr-Coulomb failure surface with tension cut-off. This novel approach can be fully characterized by the properties obtained on small-scale experimental tests on brick and mortar and on small masonry assemblages. The interface behaviour appears consistent with small-scale tests outcomes on masonry specimens. Experimental-numerical comparisons are provided for the in-plane and out-of-plane behaviour of masonry panels. The accuracy, the potentialities and the efficiency of the modelling approach are shown and discussed.
Author(s): D'Altri AM, de Miranda S, Castellazzi G, Sarhosis V
Publication type: Article
Publication status: Published
Journal: Computers and Structures
Year: 2018
Volume: 206
Pages: 18-30
Print publication date: 15/08/2018
Online publication date: 23/06/2018
Acceptance date: 11/06/2018
Date deposited: 25/07/2018
ISSN (print): 0045-7949
ISSN (electronic): 1879-2243
Publisher: Elsevier Ltd
URL: https://doi.org/10.1016/j.compstruc.2018.06.007
DOI: 10.1016/j.compstruc.2018.06.007
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