Experimental and Numerical Characterization of the In-Plane Shear Behavior of a Load-Bearing Hollow Clay Brick Masonry System with High Thermal Performance

• Published in: Buildings (Basel) Vol. 14; no. 9; p. 2903
• Main Authors: Serpilli, Michele, Cameli, Alessandro, Stazi, Francesca
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 01-09-2024
• Subjects: Bed load; Bricks; Brickwork; Building codes; Clay; Compression; Compression tests; Compressive strength; Construction; Earthquake construction; Earthquakes; Energy consumption; Environmental impact; Environmental performance; Environmental sustainability; Failure; Failure modes; Finite Element analysis; Investigations; Load; Load bearing elements; Masonry; Masonry construction; Mathematical models; Numerical analysis; Numerical models; Seismic activity; seismic behavior; Seismic engineering; Seismic response; Shear strength; Shear tests; shear-compression tests; Structural behavior; Sustainability; Sustainable use; thermal insulating masonry; Thermodynamic properties; Belgium
• ISSN: 2075-5309; 2075-5309
• DOI: 10.3390/buildings14092903

Modern masonry systems are generally built with hollow clay bricks with high thermal insulating properties, fulfilling the latest sustainability and environmental criteria for constructions. Despite the growing use of sustainable masonries in seismic-prone countries, there is a notable lack of experimental and numerical data on their structural behavior under lateral in-plane loads. The present study investigates the in-plane shear behavior of load-bearing masonry walls with thin bed joints and thermal insulating hollow clay blocks. Shear-compression tests were performed on three specimens to obtain information about their shear strength, displacement capacity and failure modes. The experimental characterization was supplemented by three shear tests on triplets, along with flexural and compression tests on the mortar for the thin joints. Furthermore, two Finite Element (FE) models were built to simulate the shear-compression tests, considering different constitutive laws and brick-to-brick contact types. The numerical simulations were able to describe both the shear failure modes and the shear strength values. The results showed that the experimental shear strength was 53% higher than the one obtained through Eurocode 6. The maximum shear load was found to be up to 75% greater compared to similar masonry specimens from the literature. These findings contribute to a better understanding of the potential structural applications of sustainable hollow clay block masonry in earthquake-prone areas.