A convenient and efficient method for strengthening and stiffening existing reinforced concrete beams is to adhesively bond steel plates to their surfaces. However, tests have shown that adhesively bonded plates tend to peel away prematurely due to flexure and shear. Flexural peeling can be prevented by terminating the plate at a region of zero moment, in which case the plate is prone to shear peeling which is the subject of this paper. Eight tests on the shear peeling of side-plated beams are described, and design procedures are developed for predicting the shear peeling resistance. These procedures can be used to ensure that reinforced concrete beams that are retrofitted by adhesive bonding steel plates to their sides do not debond prematurely.
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August 2000
Research Article|
August 01 2000
Shear peeling of steel plates adhesively bonded to the sides of reinforced concrete beams Available to Purchase
M. S. Mohamed Ali, BE(Hons), ME(Struct.Engng);
M. S. Mohamed Ali, BE(Hons), ME(Struct.Engng)
Postgraduate Student
University of Adelaide
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D. J. Oehlers, MSc, PhD, MICE;
D. J. Oehlers, MSc, PhD, MICE
Senior Lecturer
University of Adelaide
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M. A. Bradford, PhD, DSc, FIEAust, MIStructE, MASCE
M. A. Bradford, PhD, DSc, FIEAust, MIStructE, MASCE
Professor
University of New South Wales
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Publisher: Emerald Publishing
Online ISSN: 1751-7702
Print ISSN: 0965-0911
© 2000 Thomas Telford Ltd
2000
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2000) 140 (3): 249–259.
Citation
Mohamed Ali MS, Oehlers DJ, Bradford MA (2000), "Shear peeling of steel plates adhesively bonded to the sides of reinforced concrete beams". Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol. 140 No. 3 pp. 249–259, doi: https://doi.org/10.1680/stbu.2000.140.3.249
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