Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/952
Citations
Scopus Web of Science® Altmetric
?
?
Type: Journal article
Title: Moment redistribution in continuous plated RC flexural members. Part 2: Flexural rigidity approach
Author: Oehlers, D.
Liu, I.
Ju, G.
Seracino, R.
Citation: Engineering Structures, 2004; 26(14):2209-2218
Publisher: Elsevier Sci Ltd
Issue Date: 2004
ISSN: 0141-0296
Statement of
Responsibility: 
D. J. Oehlers, I. S. T. Liu, G. Ju and R. Seracino
Abstract: Adhesive bonding plates to the surfaces of reinforced concrete members is now frequently used to increase both the strength and stiffness. However, because of the brittle nature of the plate debonding mechanisms, plating is often assumed to reduce the ductility to such an extent that guidelines often preclude moment redistribution. Tests on seven full-scale flexural members have shown that significant amounts of moment can be redistributed from steel and carbon fibre reinforced polymer (FRP) plated regions. In this paper, a procedure is developed for quantifying the amount of moment redistribution that can occur in externally bonded steel or FRP plated members which can be used to design plated members for ductility.
Keywords: Retrofitting; Reinforced concrete beams; Externally bonded plates; Ductility; Moment redistribution
Rights: Copyright © 2004 Elsevier Ltd. All rights reserved.
RMID: 0020041172
DOI: 10.1016/j.engstruct.2004.08.004
Description (link): http://www.elsevier.com/wps/find/journaldescription.cws_home/30415/description#description
Appears in Collections:Civil and Environmental Engineering publications

Files in This Item:
There are no files associated with this item.


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.