Effects of Freeze-thaw and Dry-wet Conditionings on the Mode-I Fracture of FRP-concrete Interface Bonds

Engineering Construction and Operations in Challenging Environments Earth and Space 2004: Proceedings of the Ninth Biennial ASCE Aerospace Division International Conference

Volumn , Issue , 2004, Pages 601-608

  Qiao, Pizhong ^a   Xu, Yingwu ^a  

^a University of Akron   (United States)

Author keywords

Composites; Concrete; Durability; Fracture; Interface bond

Indexed keywords

CHEMICAL BONDS; CORROSION RESISTANCE; CRACKS; DATA REDUCTION; FRACTURE; INTERFACES (MATERIALS); MATHEMATICAL MODELS; PRODUCT DEVELOPMENT; THAWING;

BOND LINES; COHESIVE FRACTURE; INTERFACE BOND; WET-DRY CYCLES;

FIBER REINFORCED PLASTICS;

EID: 1942470980     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40722(153)84     Document Type: Conference Paper

References (4)

1. Elices, M , Guinea, G V , and Planas, J , "Measurement of the Fracture Energy Using Three-point Bend Tests: 3. Influence of Cutting the P-S Tail," Materials and Structures, Vol 25, 1992, pp 327-334
2. F of Concrete " Materials and Structures, Vol 18, 1985, pp 291-296
3. Qiao, P and Xu, Y., "Evaluation of the Fracture Energy of Composite-Concrete Bonded Interfaces Using Three-Point Bend Tests," Journal of Composites for Construction, ASCE, 2003 (in press).
4. RILEM Committee on Fracture Mechanics of Concrete-Test Methods. "Determination of the Fracture Energy of Mortar and Concrete by Means of Three-point Bend Tests," Materials and Structures, Vol 18, 1985, pp 285-290