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Numerical Modeling of Historic Masonry Structures

Numerical Modeling of Historic Masonry Structures
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Author(s): Panagiotis G. Asteris (School of Pedagogical and Technological Education, Greece), Vasilis Sarhosis (Newcastle University, UK), Amin Mohebkhah (Malayer University, Iran), Vagelis Plevris (School of Pedagogical and Technological Education, Greece), L. Papaloizou (University of Cyprus, Cyprus), Petros Komodromos (University of Cyprus, Cyprus)and José V. Lemos (Laboratorio Nacional de Engenharia Civil, Portugal)
Copyright: 2016
Pages: 42
Source title: Civil and Environmental Engineering: Concepts, Methodologies, Tools, and Applications
Source Author(s)/Editor(s): Information Resources Management Association (USA)
DOI: 10.4018/978-1-4666-9619-8.ch002

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Abstract

The majority of historical and heritage structures around the world consist of unreinforced masonry walls. A masonry structure is composed of masonry units, such as brick or marble blocks, with or without a joint filling material, such as mortar. A masonry with a joint material is usually made of two different materials (i.e. masonry units and mortar), representing a non-homogeneous and anisotropic structural component. In other words, masonry is a discontinuous structural component whose deformations and failure mechanism are governed by its blocky behavior. Some ancient masonry structures, such as ancient columns and colonnades, are constructed without any form of joint material between the individual blocks. Therefore, the isotropic elastic continuum-based models are not suitable for the simulation of the real nonlinear behavior of masonry walls under applied load.

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