TECHNICAL PAPERS
May 1, 2005

Strength of Unreinforced Masonry Walls under Concentrated Compression Loads

Publication: Practice Periodical on Structural Design and Construction
Volume 10, Issue 2

Abstract

In this paper, the strength of masonry walls subjected to concentrated vertical loads is investigated. An orthotropic finite-element model is used to simulate the wall behavior. Nonlinear deformation characteristics of masonry material as well as its anisotropic (orthotropic) behavior are taken into consideration. A new anisotropic yield/failure surface of a masonry wall under biaxial stress, in a cubic tensor polynomial form, is proposed. A parametric study is carried out using several parameters such as the loaded area length to the total length ratio, the load position in relation to the end of the wall, and the wall geometry. Based on the results of the parametric investigation, a new design rule that takes into account the aforementioned parameters is proposed.

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References

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Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 10Issue 2May 2005
Pages: 133 - 140

History

Received: Mar 7, 2003
Accepted: Mar 9, 2004
Published online: May 1, 2005
Published in print: May 2005

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Authors

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P. G. Asteris, M.ASCE [email protected]
Visiting Assistant Professor, Faculty of Technological Applications, Technological Educational Institute of Athens, Agiou Spyridonos St., Egaleo, GR 122 10 Athens, Greece. E-mail: [email protected]
C. A. Syrmakezis
Professor, Institute of Structural Analysis and Aseismic Research, National Technical Univ. of Athens, Zografou Campus, GR-15773 Athens, Greece.

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