Mechanics of fibre-reinforced polymer - Concrete interfaces

Canadian Journal of Civil Engineering

Volumn 34, Issue 3, 2007, Pages 367-377

  Ebead, U A ^a   Neale, Kenneth W ^a  

^a UNIVERSITÉ DE SHERBROOKE   (Canada)

Author keywords

Debonding; FRP to concrete bonded joints; Interface elements; Interfacial behaviour; Nonlinear finite element analysis; Transfer lengths

Indexed keywords

ADHESIVE JOINTS; CONCRETE BLOCKS; DEBONDING; FINITE ELEMENT METHOD; INTERFACES (MATERIALS); LOAD LIMITS; TRUSSES;

NONLINEAR BOND STRESS-SLIP; TRANSFER LENGTHS;

FIBER REINFORCED PLASTICS;

ADHESIVE JOINTS; CONCRETE BLOCKS; DEBONDING; FIBER REINFORCED PLASTICS; FINITE ELEMENT METHOD; INTERFACES (MATERIALS); LOAD LIMITS; TRUSSES;

CONCRETE; FINITE ELEMENT METHOD; LOADING; POLYMER; REINFORCED CONCRETE; SHEAR; STRESS;

EID: 34447097739     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/L06-107     Document Type: Article

References (23)

1. ADINA. 2003. Version 8.1 [computer program]. ADINA R & D, Inc. Watertown, Mass., USA.
2. Bizindavyi, L., and Neale, K.W. 1999. Transfer lengths and bond strengths for composites bonded to concrete. Journal of Composites for Construction, ASCE, 3(4): 153-159.
3. Chajes, M.J., Finch, W.W., Jr., Jaunszka, T.F., and Thomson, T.A., Jr. 1996. Bond and force transfer for composite material plates bonded to concrete. ACI Structural Journal, 93(2): 208-217.
4. CSA. 1994. Design of concrete structures for buildings. Standard A23.3-94. Canadian Standards Association, Rexdale, Ont.
5. Ebead, U., and Marzouk, H. 2005. Tension-stiffening model for FRP-strengthened RC concrete two-way slabs. Materials and Structures, 38: 193-200.
6. Ebead, U.A., Neale, K.W., and Bizindavyi, L. 2004. On the interfacial mechanics of FRP-strengthened concrete structures. In FRP Composites in Civil Engineering - CICE 2004, Proceedings of the 2nd International Conference, Adelaide, Australia, 8-10 December 2004. Edited by R. Seracino. A.A. Balkema. Vol. 1., pp. 351-359.
7. Lu, X.Z., Ye, L.P., Teng, J.G., and Jiang, J.J. 2005a. Meso-scale finite element model for FRP sheets/plates bonded to concrete. Engineering Structures, 27: 564-575.
8. Lu, X.Z., Teng, J.G., Ye, L.P., and Jiang, J.J. 2005b. Bond-slip models for sheets/plates bonded to concrete. Engineering Structures, 27: 920-937.
9. Lu, X.Z., Jiang, J.J., Teng, J.G., and Ye, L.P. 2006. Finite element simulation of debonding in FRP-to-concrete bonded joints. Construction and Building Materials, 20(6): 412-424.
10. Niu, H., and Wu, Z. 2002. Strengthening effects of RC flexural members with FRP sheets affected by adhesive layers. JSCE Journal of Applied Mechanics, 5: 887-897.
11. Quantrill, R.J., Hollaway, L.C., and Thorne, A.M. 1996a. Experimental and analytical investigation of FRP strengthened beam response: Part I. Magazine of Concrete Research, 48(177): 331-342.
12. Quantrill, R.J., Hollaway, L.C., and Thorne, A.M. 1996b. Prediction of the maximum plate end stresses of FRP strengthened beams: Part II. Magazine of Concrete Research, 48(177): 343-351.
13. Ren, H.T. 2003. Study on basic theories and long time behavior of concrete structures strengthened by fiber reinforced polymers. Ph.D. thesis, Dalian University of Technology, Dalian, Liaoning, China.
14. Takeo, K., Matsushita, K., Makizumi, T., and Nagashima, G. 1997. Bond characteristics of CFRP sheets in the CFRP bonding technique. Proceedings of the Japan Concrete Institute, 19(2): 1599-1604.
15. Tan, Z. 2002. Experimental research for RC beam strengthened with GFRP. M.Sc. thesis, Tsinghua University, Beijing, China.
16. Teng, J.G., Lu, X.Z., Ye, L.P., and Jiang, J.J. 2004. Recent research on intermediate crack-induced debonding in FRP-strengthened RC beams. In Advanced composite materials in bridges and structures. Edited by M. El-Badry and L. Dunaszegmi. Canadian Society for Civil Engineering, Montréal, Que. Keynote paper no. 3. 12 p.
17. Triantafillou, T.C., and Plevris, N. 1992. Strengthening of RC beams with epoxy-bonded fiber-composite materials. Materials and Structures, 25: 201-211
18. Ueda, T., Sato, Y., and Asano, Y. 1999. Experimental study on bond strength of continuous carbon fiber sheet-37. In Proceedings of the 4th International Symposium on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures, Baltimore, Md., 31 October - 5 November 1999. Edited by C.W. Dolan, S.H. Rizkalla, and A. Nanni. ACI International, Farmington Hills, Mich. SP-188, pp. 407-416.
19. Van Gemert, D.A. 1980. Force transfer in epoxy-bonded steel-concrete joints. International Journal of Adhesion & Adhesives, 1: 67-72.
20. Wu, Z., and Niu, H. 2000. Shear transfer along FRP-concrete interface in flexural members. JSCE Journal of Materials, Concrete Structures and Pavements, 49(662): 231-245.
21. Wu, Z.S., Yuan, H., Yoshizawa, H., and Kanakub, T. 2001. Experimental/ analytical study on interfacial fracture energy and fracture propagation along FRP-concrete interface. In Fracture mechanics for concrete materials: testing and applications. Edited by C. Vipulanandan and W.H. Gerstle. ACI International, Farmington Hills, Mich. SP-201-8, pp. 133-152.
22. Zhao, H.D., Zhang, Y., and Zhao, M. 2000. Research on the bond performance between CFRP plate and concrete. In Proceedings of the 1st Conference on FRP-Concrete Structures of China. 2000. pp. 247-253.
23. Ziraba, Y.N., Baluch, M.H., Basunbul, I.A., Azad, A.K., Al-Sulaimani, G.J., and Sharif, A.M. 1995. Combined experimental-numerical approach to the characterization of the steel-glue-concrete interface. Materials and Structures, 28: 518-525.