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Repair of steel structures by bonded carbon fibre reinforced polymer patching: experimental and numerical study of carbon fibre reinforced polymer - steel double-lap joints under tensile loading
Lam, C. C.; Cheng, J; Yam, M; Kennedy, G
2007-12-01
Source PublicationCanadian Journal of Civil Engineering
ISSN1208-6029
Pages1542-1553
Abstract

The behavior of carbon fibre reinforced polymer (CFRP) composite bonded to a steel plate double-lap joint was investigated experimentally. A total of 19 specimens were tested with the major test parameters being the bonded lap length and the axial adherend stiffness ratio.......

KeywordCarbon Fibre Reinforced Polymer (Cfrp) Cfrp Plate Cfrp Sheet Lap Joint Patching Repair Steel Elements Stiffness Ratio Tensile Strength Tests Finite Element Analysis
DOI10.1139/L07-074
Language英語English
The Source to ArticlePB_Publication
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Document TypeJournal article
CollectionDEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING
Corresponding AuthorCheng, J
Recommended Citation
GB/T 7714
Lam, C. C.,Cheng, J,Yam, M,et al. Repair of steel structures by bonded carbon fibre reinforced polymer patching: experimental and numerical study of carbon fibre reinforced polymer - steel double-lap joints under tensile loading[J]. Canadian Journal of Civil Engineering, 2007, 1542-1553.
APA Lam, C. C.., Cheng, J., Yam, M., & Kennedy, G (2007). Repair of steel structures by bonded carbon fibre reinforced polymer patching: experimental and numerical study of carbon fibre reinforced polymer - steel double-lap joints under tensile loading. Canadian Journal of Civil Engineering, 1542-1553.
MLA Lam, C. C.,et al."Repair of steel structures by bonded carbon fibre reinforced polymer patching: experimental and numerical study of carbon fibre reinforced polymer - steel double-lap joints under tensile loading".Canadian Journal of Civil Engineering (2007):1542-1553.
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