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https://hdl.handle.net/2440/59937
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Type: | Journal article |
Title: | Design for moment redistribution in RC beams retrofitted with steel plates |
Author: | Haskett, M. Oehlers, D. Mohamed Sadakkathulla, M. |
Citation: | Advances in Structural Engineering: an international journal, 2010; 13(2):379-391 |
Publisher: | Multi-science Publishing |
Issue Date: | 2010 |
ISSN: | 1369-4332 2048-4011 |
Statement of Responsibility: | Matthew Haskett, Deric John Oehlers and M. S. Mohamed Ali |
Abstract: | It is now common practice to retrofit reinforced concrete members by adhesively bonding steel or fibre reinforced polymer plates to their surfaces. However, tests have shown that these plated RC structures tend to have less member ductility, or rotational capacity, than the unplated structure because of premature plate debonding. In this paper, structural mechanics approaches are described for both: quantifying the moment rotation capacity, or member ductility, of steel plated RC flexural members; and quantifying the moment redistribution capacity from the moment rotation capacity. It is shown how the moment redistribution structural mechanics model can be used to design for member ductility directly and, furthermore, it is applied to both externally bonded and near surface mounted steel plates. As would be expected, it is shown that steel plating produces more ductile members than fibre reinforced polymer plating. |
Keywords: | reinforced concrete beams ductility moment rotation moment redistribution near surface mounted externally bonded steel plates |
Rights: | © 2010 Multi-Science Publishing |
DOI: | 10.1260/1369-4332.13.2.379 |
Published version: | http://dx.doi.org/10.1260/1369-4332.13.2.379 |
Appears in Collections: | Aurora harvest Civil and Environmental Engineering publications |
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