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https://hdl.handle.net/2440/81695
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Type: | Journal article |
Title: | Flexural displacement response of NSM FRP retrofitted masonry walls |
Author: | Griffith, M. Kashyap, J. Mohamed Sadakkathulla, M. |
Citation: | Construction and Building Materials, 2013; 49:1032-1040 |
Publisher: | Elsevier Sci Ltd |
Issue Date: | 2013 |
ISSN: | 0950-0618 1879-0526 |
Statement of Responsibility: | Michael C. Griffith , Jaya Kashyap, M.S. Mohamed Ali |
Abstract: | Fifteen clay brick masonry wall tests were conducted to study the behaviour of near-surface-mounted (NSM) carbon fibre reinforced polymer (CFRP) retrofitted masonry walls in flexure. All walls were simply-supported along their top and bottom edges and tested in vertical one-way bending under three- and four-point bending and failed by intermediate crack debonding. The results of these experimental tests indicate that: (1) reverse cyclic loading and axial pre-compression had little effect on wall load-deflection response; (2) FRP strip spacing and reinforcement ratio strongly influenced wall response; and (3) for a constant reinforcement ratio, smaller strips at closer spacing gave better wall strength and displacement response. © 2012 Elsevier Ltd. All rights reserved. |
Keywords: | Brick masonry Earthquake FRP Flexure IC debonding Displacement capacity |
Rights: | © 2012 Elsevier Ltd. All rights reserved. |
DOI: | 10.1016/j.conbuildmat.2012.06.065 |
Grant ID: | http://purl.org/au-research/grants/arc/DP0879592 http://purl.org/au-research/grants/arc/DP0879592 |
Published version: | http://dx.doi.org/10.1016/j.conbuildmat.2012.06.065 |
Appears in Collections: | Aurora harvest 4 Civil and Environmental Engineering publications |
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