Toggle Main Menu Toggle Search


Discrete element modelling of the in-plane and out-of-plane behaviour of dry-joint masonry wall constructions

Lookup NU author(s): Dr Vasilis Sarhosis



This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License (CC BY-NC-ND).


This paper aims to improve knowledge on the suitability of the discrete element method (DEM) to simulate the in-plane and out-of-plane behaviour of different in-configuration structural masonry walls constructed with dry joints. The study compares the results obtained from laboratory tests against those predicted using the three-dimensional distinct element 3DEC software. Significant features of the structural behaviour shown by the walls are discussed and conclusions on their ultimate capacity and failure mechanisms are addressed. A key feature of the DEM is the important role that brick discontinuities, i.e. joints, play in the mechanics of masonry. Within DEM, the bricks were modelled as continuum rigid elements while the joints were modelled by line interface elements represented by the Mohr-Coulomb law. The analysis of the results showed that the model developed is capable of representing the crack development and load carrying capacity of masonry structures constructed with dry joints with sufficient accuracy. Moreover, a collection of experimentally verified material parameters is provided to be used by other researchers and engineers and to develop a reliable model to solve engineering challenges worldwide.

Publication metadata

Author(s): Bui TT, Limam A, Sarhosis V, Hjiaj M

Publication type: Article

Publication status: Published

Journal: Engineering Structures

Year: 2017

Volume: 136

Pages: 277-294

Print publication date: 01/04/2017

Online publication date: 20/01/2017

Acceptance date: 10/01/2017

ISSN (print): 0141-0296

ISSN (electronic): 1873-7323

Publisher: Pergamon Press


DOI: 10.1016/j.engstruct.2017.01.020


Altmetrics provided by Altmetric


    Link to this publication