The effects of CFRP strips for improving shear capacity of RC beams

Journal of Reinforced Plastics and Composites

Volumn 27, Issue 12, 2008, Pages 1287-1308

  Tanarslan, H Murat ^a   Ertutar, Yildirim ^a   Altin, Sinan ^b  

^a DOKUZ EYLUL UNIVERSITY   (Turkey)

^b GAZI UNIVERSITY   (Turkey)

Author keywords

Carbon fiber reinforced polymer; Cyclic load; RC beam; Shear; Strengthening

Indexed keywords

BUILDING MATERIALS; CARBON CARBON COMPOSITES; CARBON FIBER REINFORCED PLASTICS; CARBON FIBERS; COMPOSITE BEAMS AND GIRDERS; CONCRETE BEAMS AND GIRDERS; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; CONCRETE PRODUCTS; FIBER OPTICS; OPTICAL DESIGN; REINFORCED CONCRETE; STRENGTHENING (METAL);

ANALYTICAL APPROACHES; CARBON FIBER-REINFORCED POLYMER; CONCRETE STRUCTURES; CYCLIC LOAD; DUCTILE BEHAVIOR; EXPERIMENTAL PROGRAM; FIBER-REINFORCED POLYMER; L-SHAPED; RAPID GROWTH; RC BEAM; RC BEAMS; REINFORCED CONCRETE BEAMS; SHEAR; SHEAR CAPACITIES; STRENGTHENING; ULTIMATE STRENGTH;

SHEAR STRENGTH;

EID: 49049108468     PISSN: 07316844     EISSN: 15307964     Source Type: Journal    
DOI: 10.1177/0731684407087370     Document Type: Article

References (23)

1. Ritchie, P., Thomas, D., Lu, L. and Conneley, G. (1991). External Reinforcement of Concrete Beams Using Fiber Reinforced Plastics, ACI Structural Journal, 88 (4). 490-500.
2. Chajes, M., Januska, T., Mertz, D., Thomson, T. and Finch, W. (1995). Shear Strengthening of Reinforced Concrete Beams Using Externally Applied Composite Fabrics, ACI Structural Journal, 92 (3). 295-303.
3. Chajes, M.J., Januska, T.F., Mertz, D.R., Thomson, T.A. and Finch, W.W. (1995). Shear Strengthening of Reinforced Concrete Beams Using Externally Applied Composite Fabrics, ACI Structural J., 92 (3). 295-303.
4. Sato, Y., Ueda, T., Kakuta, Y. and Tanaka, T. (1996). Shear Reinforcing Effect of Carbon Fiber Sheet Attached to Side of Reinforced Concrete Beams, In: M. M. El-Badry (ed.), Advanced Composite Materials in Bridges and Structures, pp. 621-627.
5. Arduini, M., Nanni, A., DiTommaso, A. and Focacci, F. (1997). Shear Response of Continuous RC Beams Strengthened with Carbon FRP Sheets, In: Non-metallic (FRP) Reinforcement for Concrete Structures, Proceedings of the Third Symposium, Japan, Vol. 1, pp. 459-466.
6. Sato, Y., Ueda, T., Kakuta, Y. and Tanaka, T. (1997). Ultimate Shear Capacity of Reinforced Concrete Beams with Carbon Fiber Sheets, In: Nonmetallic (FRP) Reinforcement for Concrete Structures, Proceedings of the Third Symposium, Japan, Vol. 1, pp. 499-506.
7. Sato, Y., Katsumata, H. and Kobatake, Y. (1997). Shear Strengthening of Existing Reinforced Concrete Beams by CFRP Sheet, In: Nonmetallic (FRP) Reinforcement for Concrete Structures, Proceedings of the Third Symposium, Japan, Vol. 1, pp. 507-514.
8. Norris, T., Saadatmanesh, H. and Ehsani, M. (1997). Shear and Flexural Strengthening of R/C Beams with Carbon Fiber Sheets, Journal of Structural Engineering, 123 (7). 903-911.
9. Khalifa, A., Alkhrdaji, T., Nanni, A. and Lansburg, A. (1999). Anchorage of Surface Mounted FRP Reinforcement, Concrete Int., ACI, 21 (10). 49-54.
10. Diagana, C., Li, A., Gedalia, B. and Dlemas, Y. (2003). Shear Strengthening Effectiveness with CFF Strips, Engineering Structures, 25: 507-516.
11. Triantafillou, T.C. (1998). Shear Strengthening of Reinforced Concrete Beams Using Epoxy-Bonded FRP Composites, ACI Structural Journal, 95 (2). 107-115.
12. Swamy, R.N., Mukhopadhyaya, P. and Lynsdale, C.J. (1999). Strengthening for Shear of RC Beams by External Plate Bonding, Structural Eng., 77 (12). 19-30.
13. Kachlakev, D. and McCurry, C.C. (2000). Behavior of Full Scale Reinforced Concrete Beams Retrofitted for Shear and Flexural With FRP Laminates, Composites: Part B, 31: 445-452.
14. Li, A., Diagana, C. and Delmas, Y. (2001). CFRP Contribution to Shear Capacity of Strengthened RC Beams, Engineering Structures, 23: 1212-1220.
15. Khalifa, A. and Nanni, A. (2002). Rehabilitation of Rectangular Simply Supported RC Beams with Shear Deficiencies Using CFRP Composites, Construction and Building Materials, 16: 135-146.
16. Taljsten, B. (2003). Strengthening Concrete Beams for Shear with CFRP Sheets, Construction and Building Materials, 17: 15-26.
17. Khalifa, A. and Nanni, A. (2000). Improving Shear Capacity of Existing RC T-section Beams Using CFRP Composites, Cement and Concrete Composites, 22: 165-174.
18. ACI Committee 318 (1995). Building Code Requirements for Structural Concrete (ACI 318-99) p. 369, American Concrete Institute, Detroit.
19. ACI Committee 440 (1996). State-of-the-art Report on Fiber Reinforced Plastic (FRP) Reinforcement for Concrete Structures, p. 68, American Concrete Institute, Detroit, Michigan.
20. fib-TG9.3. (2001). Design and Use of Externally Bonded Fiber Polymer Reinforcement (FRP EBR) for Reinforced Concrete Structures, Bulletin 14, p. 138.
21. Bousselham, A. and Chaallal, O. (2006). Behavor of Reinforced Concrete T-Beams Stregthened in Shear with Carbon Fiber-Reinforced Polymer-An Experimental Study, ACI Structural Journal, May-June: 339-347.
22. Anil, O. (2006). Improving Shear Capacity of RC T-beams Using CFRP Composites Subjected to Cyclic Load, Cement and Concrete Composites, 28: 638-649.
23. Teng, J.G., Lam, L. and Chen, J.F. (2004). Shear Strengthening of RC Beams with FRP Composites, Prog. Struct. Engng. Mater., 6: 173-184.