Please use this identifier to cite or link to this item:
|Title:||Analysis and design of FRP externally-reinforced concrete beams against debonding-type failures||Authors:||Maalej, M.
|Issue Date:||Aug-2001||Citation:||Maalej, M.,Goh, W.H.,Paramasivam, P. (2001-08). Analysis and design of FRP externally-reinforced concrete beams against debonding-type failures. Materials and Structures/Materiaux et Constructions 34 (241) : 418-425. ScholarBank@NUS Repository.||Abstract:||Epoxy-bonding of FRP plates to the tensile face of RC beams has been shown to be an effective repair and strengthening technique. However, local failure by debonding or ripping of concrete cover has been reported in experiments to be a likely mode of failure due to high interfacial shear and normal stress concentrations. Predictive models for finding the interfacial shear stress have been reviewed and evaluated using experimental data reported in the literature. The most critical parameters governing the interfacial shear strength and stress as determined by the models were also examined. Through understanding of the conditions that result in debonding failure, a better approach towards designing FRP-plated RC beams against this mode of failure might be achieved.||Source Title:||Materials and Structures/Materiaux et Constructions||URI:||http://scholarbank.nus.edu.sg/handle/10635/65130||ISSN:||13595997|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Jun 21, 2019
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.