Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/33467
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Type: Journal article
Title: Development of design rules for retrofitting by adhesive bonding or bolting either FRP or steel plates to RC beams or slabs in bridges and buildings
Author: Oehlers, D.
Citation: Composites Part A-Applied Science and Manufacturing, 2001; 32(9 Special Issue SI):1345-1355
Publisher: Elsevier Sci Ltd
Issue Date: 2001
ISSN: 1359-835X
Abstract: Bonding plates to reinforced concrete (RC) structures is a mechanically efficient form of retrofitting that is also inexpensive and unobtrusive. However, bonding plates to RC structures is an extremely complex engineering problem as research has shown that bonded plates are prone to about 30 mechanisms of failure. This paper describes the various techniques of plating that are now available for retrofitting, illustrates some of the various failure mechanisms that can occur and the development of their design rules, and discusses the choices between adhesive bonding and bolting, and the choice between steel and fibre reinforced plastic (FRP) plating.
Keywords: A. Plates; B. Fracture; B. Debonding; FRP
RMID: 0020010203
DOI: 10.1016/S1359-835X(01)00089-6
Description (link): http://www.elsevier.com/wps/find/journaldescription.cws_home/30399/description#description
Appears in Collections:Civil and Environmental Engineering publications

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