Debonding failure along a softening FRP-to-concrete interface between two adjacent cracks in concrete members

Engineering Structures

Volumn 29, Issue 2, 2007, Pages 259-270

  Chen, J F ^a   Yuan, H ^b   Teng, J G ^c  

^a UNIVERSITY OF EDINBURGH   (United Kingdom)

^b JINAN UNIVERSITY   (China)

^c HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

Bond slip model; Concrete; Debonding; Effective bond length; Fracture energy; FRP; Interface; Interfacial stresses; Ultimate load

Indexed keywords

CRACKS; FAILURE (MECHANICAL); FIBER REINFORCED PLASTICS; MATHEMATICAL MODELS; PLATES (STRUCTURAL COMPONENTS); STRESSES;

CONCRETE MEMBERS; EFFECTIVE BOND LENGTH; FIBRE REINFORCED POLYMER (FRP); FRACTURE ENERGY; INTERFACIAL STRESSES; ULTIMATE LOAD;

CONCRETE BEAMS AND GIRDERS;

CONCRETE BEAMS AND GIRDERS; CRACKS; FAILURE (MECHANICAL); FIBER REINFORCED PLASTICS; MATHEMATICAL MODELS; PLATES (STRUCTURAL COMPONENTS); STRESSES;

CONCRETE STRUCTURE; CRACK; POLYMER; REINFORCED CONCRETE; STRUCTURAL COMPONENT;

EID: 33750799587     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.04.017     Document Type: Article

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