In the present paper we analyse the edge debonding failure of a beam strengthened by a fibre reinforced polymer. As well known from the literature, a stress concentration is found at the edge of the reinforcement which triggers the debonding of the fibre reinforced polymer strip when the load reaches a certain critical threshold. Two failure criteria are proposed to study the debonding mechanism. The former is a stress assessment criterion, i.e. failure takes place whenever the maximum shearing stress reaches a limit value (the interfacial bond strength). The latter is an energy, fracture mechanics criterion, i.e. failure takes place as the strain energy release rate reaches a critical value (the interfacial fracture energy). It is argued that the energy criterion is more effective to address the edge debonding failure mode. However, under the assumption of shear lag behaviour for the adhesive layer between the beam and the reinforcement, a general rule linking the two approaches is set, thus providing the key to bypass the rather complicated energetic analysis. The final part of the paper is devoted to the crack instabilities that may occur after the debonding initiates, i.e. snap-back and snap-through phenomena. The size effect is then investigated by means of a dimensional analysis and a simplified formula providing the critical load is proposed that could be useful in engineering practice. (C) 2009 Elsevier Ltd. All rights reserved.
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Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R ChinaHong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R China
Guo, Dong
Gao, Wan-Yang
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Shanghai Jiao Tong Univ, State Key Lab Ocean Engn, Shanghai 200240, Peoples R China
Shanghai Jiao Tong Univ, Sch Naval Architecture Ocean & Civil Engn, Shanghai Key Lab Digital Maintenance Bldg & Infra, Shanghai, Peoples R ChinaHong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R China
Gao, Wan-Yang
Fernando, Dilum
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Univ Edinburgh, Sch Engn, Edinburgh EH9 3FB, Midlothian, ScotlandHong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R China
Fernando, Dilum
Dai, Jian-Guo
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Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R ChinaHong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R China
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Hong Kong Polytech Univ, Dept Civil & Struct Engn, Hong Kong, Hong Kong, Peoples R China
Guangdong Univ Technol, Fac Civil & Transportat Engn, Guangzhou, Guangdong, Peoples R ChinaHong Kong Polytech Univ, Dept Civil & Struct Engn, Hong Kong, Hong Kong, Peoples R China
Chen, G. M.
Teng, J. G.
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Hong Kong Polytech Univ, Dept Civil & Struct Engn, Hong Kong, Hong Kong, Peoples R ChinaHong Kong Polytech Univ, Dept Civil & Struct Engn, Hong Kong, Hong Kong, Peoples R China
Teng, J. G.
Chen, J. F.
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Univ Edinburgh, Sch Engn, Inst Infrastruct & Environm, Edinburgh, Midlothian, ScotlandHong Kong Polytech Univ, Dept Civil & Struct Engn, Hong Kong, Hong Kong, Peoples R China
机构:
Guangdong Univ Technol, Sch Civil & Transportat Engn, Guangzhou, Guangdong, Peoples R ChinaGuangdong Univ Technol, Sch Civil & Transportat Engn, Guangzhou, Guangdong, Peoples R China
Chen, G. M.
Li, S. W.
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China Southern Power Grid Co Ltd, Guangzhou Power Supply Bur, Guangzhou, Guangdong, Peoples R ChinaGuangdong Univ Technol, Sch Civil & Transportat Engn, Guangzhou, Guangdong, Peoples R China
Li, S. W.
Fernando, D.
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Univ Queensland, Sch Civil Engn, Fac Engn Architecture & Informat Technol, Brisbane, Qld, AustraliaGuangdong Univ Technol, Sch Civil & Transportat Engn, Guangzhou, Guangdong, Peoples R China
Fernando, D.
Liu, P. C.
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Guangdong Univ Technol, Sch Civil & Transportat Engn, Guangzhou, Guangdong, Peoples R ChinaGuangdong Univ Technol, Sch Civil & Transportat Engn, Guangzhou, Guangdong, Peoples R China
Liu, P. C.
Chen, J. F.
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Wenzhou Univ, Coll Civil Engn & Architecture, Wenzhou, Peoples R China
Queens Univ Belfast, Sch Nat & Built Environm, Belfast BT9 5AG, Antrim, North IrelandGuangdong Univ Technol, Sch Civil & Transportat Engn, Guangzhou, Guangdong, Peoples R China