Preliminary communication

https://doi.org/10.17559/TV-20180222140915

Influence of Clay Block Masonry Properties on the Out-of-Plane Behaviour of Infilled RC Frames

Filip Anić ; Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture, Vladimira Preloga 3, 31000 Osijek, Croatia
Davorin Penava orcid.org/0000-0001-7539-4639 ; Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture, Vladimira Preloga 3, 31000 Osijek, Croatia
Damir Varevac orcid.org/0000-0002-0473-0639 ; Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture, Vladimira Preloga 3, 31000 Osijek, Croatia
Vasilis Sarhosis ; Newcastle University, School of Engineering, Drummond Building, Newcastle upon Tyne, NE1 7RU, United Kingdom

Abstract

In order to determine the characteristics that govern the out-of-plane behaviour of masonry infills, two groups of wall specimens were built and tested in the laboratory. Specimens were assembled and tested as described in EN 1052-2 provisions and constitute of flexural strength for a plane of failure parallel and perpendicular to the bedjoints specimens. By obtaining data from experiments, numerical micromodels were developed to predict their mechanical behaviour. A calibration procedure undertaken and results obtained from the experimental campaign were found to be in agreement with those obtained from the numerical models. Additionally, former in-plane infilled frame numerical models were tested with acquired out-of-plane calibrated material model. No significant difference was found.

Keywords

clay block masonry infill; flexural test; micromodels; out-of-plane behaviour

Hrčak ID:

221011

URI

https://hrcak.srce.hr/221011

Publication date:

12.6.2019.

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