Fast brick-based homogenized limit analysis for in- and out-of-plane loaded periodic masonry panels. (15th April 2020)

• Record Type: Journal Article
• Authors: Tiberti, Simone; Milani, Gabriele
• Is Part Of: Computers & structures. Volume 231(2020)
• Publication Date: 2020-04-15
• Subjects: Masonry -- Homogenization -- Limit analysis -- Kirchhoff-Love plates -- In-plane behavior -- Out-of-plane behavior; Structural engineering -- Data processing -- Periodicals; Electronic data processing -- Structures, Theory of -- Periodicals; 624.171
• DOI: 10.1016/j.compstruc.2020.106206
• Languages: English
• ISSNs: 0045-7949

Abstract

Highlights: Original Upper Bound Limit Analysis approach with homogenization. Out-of-plane kinematics of elements governed by Kirchhoff-Love plate model. Derivation of out-of-plane homogenized failure surfaces for masonry. Master-slave approach where masonry units are assumed infinitely resistant. Validation of the proposed approach against two different models for out-of-plane collapse behavior. Abstract: This paper presents a 3D brick-based model that aims at the derivation of in- and out-of-plane homogenized failure surfaces for masonry. The considered masonry panel is discretized into regular parallelepiped 3D finite elements that are supposed to be rigid; the model here introduced uses a Kirchhoff-Love plate kinematics for the out-of-plane description of the displacement rate field of the elements. A linear programming problem formulated in standard form is scripted into Matlab to derive the in- and out-of-plane homogenized failure surfaces, also enabling the extraction of failure modes for the considered masonry element. The constraints of the linear programming problem come from the combination of an upper bound limit analysis problem and a homogenization-based approach. The proposed model is validated for two separate case studies: a running bond masonry test-window and an English bond masonry test-window. The homogenized failure surfaces resulting from the current model show good correspondence to those presented in three distinct works available in literature. Also, a few relevant failure modes are derived for the two case studies, and they are consistent with the expected deformed shapes at collapse for their related load conditions.