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Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/74414

Type: Conference item
Title: Flexural strength of FRP reinforced masonry walls subject to reverse cyclic loading and vertical pre-compression
Author: Wenzel, Nicholas Arthur
Harbison, Adelaide Mary
Willis, Craig Robert
Griffith, Michael Craig
Citation: Proceedings of the 9th Australasian Masonry Conference, held in Queenstown, New Zealand, 15-18 February, 2011 / J.M. Ingham, M. Dhanasekar and M. Masia (eds.): pp.125-134
Publisher: Engineers Australia
Issue Date: 2011
ISBN: 9780473180690
Cover art
0473180693
Conference Name: Australasian Masonry Conference (9th : 2011 : Queenstown, New Zealand)
School/Discipline: School of Civil, Environmental and Mining Engineering
Statement of
Responsibility: 
N. Wenzel, A. Harbison, C.R. Willis and M.C. Griffith
Abstract: This paper presents the results of experimental tests for six clay brick masonry walls vertically reinforced with near-surface-mounted CFRP strips. The total amount of FRP used in each test was constant, only the type of loading (i.e. static versus cyclic) and vertical pre-compression (i.e. 0.0 MPa, 0.1 MPa and 0.2 MPa) was varied. The results of these tests indicate that cyclic loading degrades the mechanical interlock between the NSM reinforcement giving a slight reduction in strength once debonding commences. In contrast, the effect of increased axial pre-compression (up to 0.2 MPa) is negligible, primarily only increasing the flexural stiffness of a wall.
Rights: Copyright © 2011
RMID: 0020117148
Appears in Collections:Civil and Environmental Engineering publications

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