Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/22953
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Type: Journal article
Title: Moment redistribution in RC beams retrofitted by longitudinal plating
Author: Oehlers, D.
Campbell, L.
Haskett, M.
Antram, P.
Byrne, R.
Citation: Advances in Structural Engineering: an international journal, 2006; 9(2):257-264
Publisher: Multi-science Publishing Co. Ltd.
Issue Date: 2006
ISSN: 1369-4332
2048-4011
Statement of
Responsibility: 
D. J. Oehlers, L. Campbell, M. Haskett, P. Antram, R. Byrne
Abstract: The ability to redistribute moment within a reinforced concrete frame or structure is an intrinsic requirement in design. This is generally dealt with using the established neutral axis depth factor, the ku approach, with fixed hinge lengths, which require the flexural member to fail by concrete crushing and which, in turn, requires large strains in the tension reinforcement. As longitudinally plated flexural members tend to fail by plate debonding or plate fracture before the concrete crushes, an alternative approach is presented which is based on variable hinge lengths, which can cope with beam failure at any tension reinforcement strain, and which can be applied to both longitudinally plated and unplated structures.
Keywords: Reinforced concrete
ductility
moment redistribution
FRP plates
steel plates
Rights: © 2006 Multi-Science Publishing
DOI: 10.1260/136943306776986921
Appears in Collections:Aurora harvest 2
Civil and Environmental Engineering publications

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