Assessment of the in-plane shear capacity of masonry panels by elementary mechanical models. (15th November 2018)

• Record Type: Journal Article
• Authors: Barsotti, R.; Bennati, S.
• Is Part Of: Engineering structures. Volume 175(2018)
• Page Start: 678
• Page End: 689
• Publication Date: 2018-11-15
• Subjects: Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2018.08.064
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: The paper deals with the load bearing capacity of a masonry panel. Explicit upper and lower bounds are obtained for the limit load multiplier. The influence of the main geometrical and mechanical parameters is investigated. Theoretical findings agree quite well with experimental results from the literature. Abstract: The present paper revisits the classical problem of a masonry panel clamped at its base and subject to an assigned set of in-plane loads at its upper base. The simple model presented herein seems to be able to provide some useful information on various issues involved is assessing such structures. To this end, two simple, straightforward working hypotheses are assumed: the masonry is represented as a rigid-plastic material for which the Galileo-Rankine yield criterion is adopted. By virtue of their simplicity the adopted assumptions enable applying the static and kinematic theorems of limit analysis to obtain explicit expressions for the lower and upper bounds for the horizontal load collapse multiplier. These expressions lead to some considerations regarding the influence of the main geometric and mechanical parameters on the load bearing capacity of the panels. The main theoretical result consists of estimating the range to which the actual value of the ultimate horizontal load belongs as a function of the panel's slenderness and the masonry's strength. Comparisons between the present model's predictions and the experimental test results available in the literature on panels of very different slenderness and material makeup exhibit more than satisfactory agreement.