Literature Review of the In-Plane Behavior of Masonry Walls: Theoretical vs. Experimental Results

In-plane strength of masonry walls is affected by the resistant mechanisms activated in the walls, i.e., related to flexural or shear behavior. The latter one can occur in the walls according to different failure modes depending on both mortar and unit strengths and on the type of assembling, i.e.,...

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Veröffentlicht in:Materials 2021-06, Vol.14 (11), p.3063
Hauptverfasser: Celano, Thomas, Argiento, Luca Umberto, Ceroni, Francesca, Casapulla, Claudia
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Argiento, Luca Umberto
Ceroni, Francesca
Casapulla, Claudia
description In-plane strength of masonry walls is affected by the resistant mechanisms activated in the walls, i.e., related to flexural or shear behavior. The latter one can occur in the walls according to different failure modes depending on both mortar and unit strengths and on the type of assembling, i.e., 'regular' or 'irregular' texture. In this paper, a critical review of the existing design formulations for the in-plane strength of masonry walls is firstly presented, with important information on the achievable failure modes depending on the geometrical and mechanical features of the masonry fabric. Then, experimental tests are collected from the literature and a comparison between theoretical and experimental results is carried out. The presented analyses are aimed to highlight the differences between the existing formulations and to identify the most suitable ones.
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subjects Equilibrium
Failure
Failure modes
Literature reviews
Masonry
Mechanical properties
Mortars (material)
Shear strength
Tensile strength
Walls
title Literature Review of the In-Plane Behavior of Masonry Walls: Theoretical vs. Experimental Results
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