Prediction of bond failure of concrete prisms bonded with FRP composites

Composites in Civil Engineering, CICE 2006

Volumn , Issue , 2020, Pages 63-66

  Toutanji, H ^a   Saxena, P ^a   Zhao, L ^a  

^a UNIVERSITY OF ALABAMA IN HUNTSVILLE   (United States)

Author keywords

Anchorage strength models; Bond; Bond length; FRP; Inorganic Epoxy

Indexed keywords

CONCRETE BEAMS AND GIRDERS; CONCRETE TESTING; DEBONDING; FAILURE MODES; FIBER REINFORCED CONCRETE; FIBER REINFORCED PLASTICS; PRISMS; SAFETY ENGINEERING;

CONCRETE STRENGTH; CONCRETE SUBSTRATES; DEBONDING FAILURE; FIBER REINFORCED POLYMERS; FRP STRENGTHENED CONCRETE BEAMS; INTERFACIAL DEBONDING; SIMPLE SHEAR TEST; ULTIMATE LOAD CAPACITY;

FAILURE (MECHANICAL);

EID: 84887918989     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (14)

1. Adhikary, B. B., and Mutsuyoshi, H. (2001). “Study on the bond between concrete and externally bonded CFRP sheet.” Proc., 6th Int. Symp. on Fiber Reinforced Polymer Reinforcement for Concrete Structures (FRPRCS-5), Vol. 1, pp 371-378.
2. Chen, J. F., and Teng, J. G. (2001). “Anchorage strength models for FRP and steel plates bonded to concrete.” Journal of Structural Engineering, Vol. 127, No. 7, pp 784-791.
3. Dai, J., Ueda, T., and Sato, Y. (2005). “Development of the nonlinear bond stress-slip model of fiber reinforced plastics sheet-concrete interfaces with a simple method.” Journal of Composites for Construction, Vol. 9, pp. 52-62.
4. Fu-quan, X. U., Jian-guang, G., and Yu, C. (2001). “Bond strength between CFRP sheets and concrete.” Proc., FRP Composites in Civil Eng., Vol. 1, pp. 357-364.
5. Khalifa, A., Gold, W. J., Nanni, A., and Aziz, A. (1998). “Contribution of externally bonded FRP to shear capacity of RC flexural members.” Journal of Composites for Construction, Vol. 2, No. 4, pp. 195-203.
6. Lu, X. Z., Teng, J. G., Ye, L. P., and Jiang, J. J. (2005). “Bond-slip models for FRP sheets/plates bonded to concrete.” Engineering Structures, Vol. 27, No. 6, pp. 920-937.
7. Nakaba, K., Toshiyuki, K., Tomoki, F., and Hiroyuki, Y. (2001). “Bond behavior between fiber-reinforced polymer laminates and concrete.” ACI Structure Journal, Vol. 98, No. 3, pp. 359-367.
8. Seracino, R. (2001). “Axial intermediate crack debonding of plates glued to concrete surfaces.” Proc., FRP Composites in Civil Eng., Vol. 1, pp. 365-372.
9. Sharma, S. K., Ali, M. S. M., Goldar D., and Sikdar, P. K. (2006). “Plate-concrete interfacial bond strength of FRP and metallic plated concrete specimens.” Composites Part B, Vol. 37, No. 1, pp. 1-10.
10. Smith, S. T., and Teng, J. G. (2002). “FRP-strengthened RC beams I: review of debonding strength models.” Engineering Structures, Vol. 24, No. 4, pp. 385 -395.
11. Taljsten, B. (1996). “Strengthening of concrete prisms using the plate bonding technique.” International Journal of Fracture, Vol. 82, pp. 253-266.
12. Teng, J. G., Smith, S. T., Yao, J., and Chen, J. F. (2003). “Intermediate crack-induced debonding in RC beams and slabs.” Construction Building and Materials, Vol. 17, No. 6-7, pp. 447-462.
13. Yao, J., Teng, J. G., and Chen J. F. (2005). “Experimental study on FRP-to-concrete bonded joints.” Composites Part B, Vol. 36, No. 2, pp. 99-113.
14. Zhao, L. (2005). “Characterizations of RC beams strengthened with carbon fiber sheets.” Ph.D. thesis, University of Alabama in Huntsville, Alabama, USA.