FRP-to-concrete interfaces between two adjacent cracks: Theoretical model for debonding failure

International Journal of Solids and Structures

Volumn 43, Issue 18-19, 2006, Pages 5750-5778

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

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

^b JINAN UNIVERSITY   (China)

^c UNIVERSITY OF EDINBURGH   (United Kingdom)

Author keywords

Bond; Bond slip model; Concrete; Debonding; FRP; Interface; Interfacial stress; Strengthening

Indexed keywords

CONCRETES; CRACKS; DEBONDING; INTERFACES (MATERIALS); JOINTS (STRUCTURAL COMPONENTS); REINFORCED CONCRETE; SHEAR STRESS;

BOND; BOND-SLIP MODEL; FIBRE REINFORCED POLYMER (FRP); FRP; INTERFACIAL STRESS; STRENGTHENING;

POLYMERS;

EID: 33745998737     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijsolstr.2005.07.023     Document Type: Article

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