Conceptual model for prediction of FRP-concrete bond strength under moisture cycles

Journal of Composites for Construction

Volumn 15, Issue 5, 2011, Pages 743-756

  Tuakta, C ^a   Buyukozturk O ^a  

^a Massachusetts Institute of Technology   (United States)

Author keywords

Concrete; Cyclic test; Fiber reinforced polymer; Moisture; Predictions; Rehabilitation

Indexed keywords

CERTAIN FACTOR; CONCEPTUAL MODEL; CONCRETE STRUCTURAL MEMBERS; CONSTITUENT MATERIALS; CYCLIC CONDITIONS; CYCLIC TESTS; DEBONDING BEHAVIOR; ENVIRONMENTAL EXPOSURE; FIBER REINFORCED POLYMER; FIBER REINFORCED POLYMERS; FRACTURE SPECIMENS; INTERFACE PROPERTY; LONG TERM PERFORMANCE; MOISTURE CONDITIONS; NUMERICAL STUDIES; POTENTIAL APPLICATIONS; PRECRACKED; PREDICTIONS; PREDICTIVE MODELS; REINFORCED CONCRETE BEAMS; ROOM TEMPERATURE; SHEAR FRACTURE; STRENGTHENING SYSTEMS; WET-DRY CYCLE;

BOND STRENGTH (MATERIALS); CONCRETE PRODUCTS; CONCRETES; DEBONDING; FIBER REINFORCED PLASTICS; FORECASTING; FRACTURE; FRACTURE TESTING; FRACTURE TOUGHNESS; INTERFACES (MATERIALS); MOISTURE; PATIENT REHABILITATION; REINFORCED CONCRETE; REINFORCED PLASTICS; RETROFITTING; SHEAR FLOW; STRENGTHENING (METAL);

MATHEMATICAL MODELS;

EID: 81855180667     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CC.1943-5614.0000210     Document Type: Article

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