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Adelaide Research and Scholarship : Schools and Disciplines : School of Civil, Environmental and Mining Engineering : Civil and Environmental Engineering Publications

Permanent link to this item: http://hdl.handle.net/2440/22960

Type: Article
Title: Moment capacities of unreinforced masonry sections in bending
Author: Willis, Craig Robert
Griffith, Michael Craig
Lawrence, S. J.
Citation: Australian Journal of Structural Engineering, 2006; 6 (2):133-145
Issue Date: 2006
ISSN: 1328-7982
School/Discipline: School of Civil and Environmental Engineering
Abstract: Current unreinforced masonry design relies on limited models of flexural behaviour in the orthogonal and inclined directions, which are partly empirical and do not fully account for the beneficial effects of compressive stress. This paper presents the results of a theoretical and experimental investigation to develop improved expressions for the horizontal and diagonal bending moment capacities contributing to the ultimate wall strength. The new expressions were verified against experimental data and were shown to give accurate predictions of the bending strength for 63 full-scale wall panels, including walls with openings, using the virtual work method of AS 3700.
RMID: 0020060840
Description (link): http://www.engaust.com.au/transactions/pub_index.asp
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Appears in Collections:Civil and Environmental Engineering Publications

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