Numerical modeling of historic masonry structures

Panagiotis G. Asteris, Vasilis Sarhosis, Amin Mohebkhah, Vagelis Plevris, L. Papaloizou, Petros Komodromos

Research output: Chapter in Book/Report/Conference proceedingChapter

1 Citation (Scopus)

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.

Original languageEnglish
Title of host publicationCivil and Environmental Engineering
Subtitle of host publicationConcepts, Methodologies, Tools, and Applications
PublisherIGI Global
Pages27-68
Number of pages42
Volume1
ISBN (Electronic)9781466696204
ISBN (Print)1466696192, 9781466696198
DOIs
Publication statusPublished - 31 Jan 2016

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    Asteris, P. G., Sarhosis, V., Mohebkhah, A., Plevris, V., Papaloizou, L., & Komodromos, P. (2016). Numerical modeling of historic masonry structures. In Civil and Environmental Engineering: Concepts, Methodologies, Tools, and Applications (Vol. 1, pp. 27-68). IGI Global. https://doi.org/10.4018/978-1-4666-9619-8.ch002