On edge stresses control in strengthened rc beams with frp strips: Adhesive layer profile effect

Journal of Engineering Mechanics

Volumn 127, Issue 4, 2001, Pages 317-325

  Rabinovitch, O ^a   Frostig, Y ^a  

^a TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85001736140     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2001)127:4(317)     Document Type: Article

References (23)

1. Adam, R. D., and Wake, W. C. (1984). Structural adhesive joints in engineering, Elsevier Applied Science Publishers, Essex, England.
2. Arduini, M., Di Tommaso, A., and Nanni, A. (1997). “Brittle failure in FRP plate and sheet bonded beams.” ACI Struct. J., 94(4), 363-371.
3. Arduini, M., and Nanni, A. (1997). “Parametric study of beams externally bonded FRP reinforcements.” ACI Struct. J., 94(5), 493-501.
4. Buyukozturk, O., and Hearing, B. (1998). “Failure behavior of precracked concrete beams retrofitted with FRP.” J. Compos. for Constr., ASCE, 2(3), 138-144.
5. Daniel, J. W. (1979). “A road map of methods for approximating solutions of two-point boundary-value problems.” Codes for boundary value problems in ordinary differential equations, B. Childs, M. Scott, J. W. Daniel, E. Denman, and P. Nelson, eds., Springer, Berlin.
6. Ehsani, R., and Saadatmanesh, H. (1990). “Fiber composite plates for strengthening of bridge beams.” Compos. Struct., Oxford, U.K., 15(4), 343-355.
7. Frostig, Y., Baruch, M., Vilnay, O., and Sheinman, L. (1992). “High-order theory for sandwich beam behavior with transversely flexible core.” J. Engrg. Mech., ASCE, 118(5), 1026-1043.
8. Frostig, Y., Thomsen, O. T., and Mortensen, F. (1999). “Analysis of adhesive-bonded joints, square-end and spew-fillet high-order theory approach.” J. Engrg. Mech., ASCE, 125(11), 1298-1307.
9. Jones, R., Swamy, R. N., Bloxham, J., and Bouderbalah, A. (1980). “Composite behavior of concrete beams with epoxy bonded external reinforcement.” Int. J. Cement Compos., Hornby, Lancaster, U.K., 2(2), 91-107.
10. Karam, G. N. (1992). “Optimal design for prestressing with FRP sheets in structural members.” Advanced composite materials in bridge and construction, K. W. Neale and P. Labossiere, eds., Canadian Society for Civil Engineering, Quebec, Canada, 277-285.
11. Meier, U. (1997). “Post strengthening by continuous fiber laminates in Europe.” Non-metallic (FRP) reinforcement for concrete structures, Vol. 1, Japan Concrete Institute, Tokyo, 42-56.
12. Meier, U., Deuring, M., Meier, H., and Schwegler, G. (1993). “Strengthening of structures with advanced composites.” Alternative materials for the reinforcement and prestressing of concrete, J. L. Clarke, ed., Chapman & Hall, Glasgow, Scotland, 153-171.
13. Oehlers, D. J., and Moran, J. P. (1990). “Premature failure of externally plated reinforced concrete beams.” J. Struct. Engrg., ASCE, 116(4), 978-995.
14. Quantrill, R. J., Hollaway, L. C., and Thorne, A. M. (1996). “Experimental and analytical investigation of RP strengthened beam response: Part I, II.” Mag. of Concrete Res., 48(177), 331-351.
15. Quantrill, R. J., Hollaway, L. C., Thorne, A. M., and Parke, G. A. R. (1995). “Preliminary research on the strengthening of reinforced concrete beams using GFRP.” Non-metallic (FRP) reinforcement for concrete structures, L. Taerwe, ed., E & FN Spon, London, 542-550.
16. Rabinovitch, O., and Frostig, Y. (1999). “Edge effects in retrofitting of concrete beams using FRP strips—a closed form high order theory approach.” FRP reinforcement for reinforced concrete structures, C. W. Dolan, S. H. Rizkalla, and A. Nanni, eds., American Concrete Institute, Farmington Hills, Mich., 179-191.
17. Rabinovich, O., and Frostig, Y. (2000). “Closed-form high-order analysis of RC beams strengthened with FRP strips.” J. Compos. for Constr., ASCE, 4(2), 65-74.
18. Roberts, T. M., and Haji-Kazemi, H. (1989). “Theoretical study of the behavior of RC beams strengthened by eternally bonded steel plates.” Proc., Instn. Civ. Engrg., London, 87, Part 2, 39-55.
19. Stoer, J., and Bulirsch, R. (1993). Introduction to numerical analysis, Springer, New York.
20. Täljsten, B. (1997). “Strengthening of beams by plate bonding.” J. Mat. in Civ. Engrg., ASCE, 9(4), 206-212.
21. Triantafillou, T. C., and Deskovic, N. (1991). “Innovative prestressing with FRP sheets: Mechanics of short-term behavior.” J. Engrg. Mech., ASCE, 117(7), 1652-1672.
22. Tumialan, G., Serra, P., Nanni, A., and Belarbi, A. (1999). “Concrete over delamination in reinforced concrete beams strengthened with carbon fiber reinforced polymer sheets.” FRP reinforcement for reinforced concrete structures, C. W. Dolan, S. H. Rizkalla, and A. Nanni, eds., American Concrete Institute, Farmington Hills, Mich., 725-735.
23. Whitney, J. M. (1987). Structural analysis of laminated anisotropic plates, Technomic Publishing Co., Lancaster, Pa.