Triplet Test on Rubble Stone Masonry: Numerical Assessment of the Shear Mechanical Parameters

Buildings

Michele Angiolilli¹  Amedeo Gregori¹ 

[1] Department of Civil, Building and Environmental Engineering, University of L’Aquila, 67100 L’Aquila, Italy;

关键词: unreinforced masonry;    quasi-brittle material;    in-plane behavior;    shear-compression;    triplet test;    dilatancy;    bond behavior;    confinement;    finite element model;    macro-model;   

DOI  :  10.3390/buildings10030049

来源: DOAJ

【 摘 要 】

Rubble stone masonry walls are widely diffused in most of the cultural and architectural heritage of historical cities. The mechanical response of such material is rather complicated to predict due to its composite nature. Vertical compression tests, diagonal compression tests, and shear-compression tests are usually adopted to investigate experimentally the mechanical properties of stone masonries. However, further tests are needed for the safety assessment of these ancient structures. Since the relation between normal and shear stresses plays a major role in the shear behavior of masonry joints, governing the failure mode, a triplet test configuration is herein investigated. First, the experimental tests carried out at the laboratory of the University of L’Aquila on stone masonry specimens are presented. Then, the triplet test is simulated by using the total strain crack model, which reflects all the ultimate states of quasi-brittle material such as cracking, crushing, and shear failure. The goal of the numerical investigation is to evaluate the shear mechanical parameters of the masonry sample, including strength, dilatancy, normal, and shear deformations. Furthermore, the effect of (i) confinement pressure and (ii) bond behavior at the sample-plate interfaces are investigated, showing that they can strongly influence the mechanical response of the walls.

【 授权许可】

Unknown