Design guidelines for fibre-reinforced polymer (FRP)-strengthened reinforced concrete (RC) structures

Strengthening and Rehabilitation of Civil Infrastructures Using Fibre-Reinforced Polymer (FRP) Composites

Volumn , Issue , 2008, Pages 195-214

  Teng, J G ^a   Smith, S T ^b   Chen, J F ^c  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

^b UNIVERSITY OF HONG KONG   (Hong Kong)

^c UNIVERSITY OF EDINBURGH   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

REINFORCED CONCRETE;

FIBRE REINFORCED POLYMERS;

FIBER REINFORCED PLASTICS;

EID: 84904225726     PISSN: None     EISSN: None     Source Type: Book    
DOI: 10.1533/9781845694890.195     Document Type: Chapter

References (49)

1. Aci Building Code Requirements for Structural Concrete (318-95) and Commentary. ACI 318R-95 1999, Farmington Hills, MI, USA, American Concrete Institute.
2. Aci Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures. ACI 440.2R-02 2002, Farmington Hills, MI, USA, American Concrete Institute.
3. Blaschko M. Strengthening with FRP 1997, Münchner Massivbau Seminar, TU München, (in German).
4. Bsi BS 8110-1:1997. Structural Use of Concrete. Code of Practice for Design and Construction 1997, British Standards Institution, London, UK.
5. Cao S.Y., Chen J.F., Teng J.G., Hao Z., Chen J. Debonding in RC beams shear strengthened with complete FRP wraps. Journal of Composites in Construction 2005, 9(5):417-428. ASCE.
6. Cecs CECS-146 Technical Specification for Strengthening Concrete Structures with Carbon Fiber Reinforced Polymer Laminates. China Association for Engineering Construction Standardization 2003, China Planning Press, Beijing, China.
7. Cen ENV 1992-1-1. Eurocode 2: Design of Concrete Structures, Part 1: General Rules and Rules for Buildings 1992, European Committee for Standardization, Brussels, Belgium.
8. Chen J.F. Design guidelines on FRP for shear strengthening of RC beams 2003, Technics Press, Edinburgh, UK, (CD ROM). M.C. Forde (Ed.).
9. Chen J.F. Assessment of design guidelines for shear strengthening of RC beams with FRP, in preparation 2008.
10. Chen J.F., Teng J.G. Anchorage strength models for FRP and steel plates bonded to concrete. Journal of Structural Engineering 2001, 127(7):784-791. ASCE.
11. Chen J.F., Teng J.G. Shear capacity of FRP strengthened RC beams: FRP rupture. Journal of Structural Engineering 2003, 129(5):615-625. ASCE.
12. Chen J.F., Teng J.G. Shear capacity of FRP strengthened RC beams: FRP debonding. Construction and Building Materials 2003, 17(1):27-41.
13. Concrete Society Design Guidance for Strengthening Concrete Structures with Fibre Composite Materials. TR55 2004, The Concrete Society, Camberley, UK. 2nd.
14. CNR Instructions for the Design, Execution and Control of Strengthening Measures through Fibre-Reinforced Composites. CNR-DT 200/04 2005, Italian Research Council, Rome, Italy.
15. Csa CSA S806-02 Design and Construction of Building Components with Fibre-Reinforced Polymers 2002, Canadian Standards Association, Ontario, Canada.
16. Denton S.T., Shave J.D., Dorter A.D. Shear strengthening of reinforced concrete structures using FRP composite 2004, 134-143. Woodhead, Cambridge, UK. L.C. Hollaway, M.K. Chryssanthopoulos, S.S.J. Moy (Eds.).
17. Eshwar N., Ibell T.J., Nanni A. CFRP strengthening of concrete bridge with curved soffits 2003, Technics Press, Edinburgh, UK, (CD ROM). M.C. Forde (Ed.).
18. fib Externally Bonded FRP Reinforcement for RC Structures. Technical Report, Task Group 9.3, Bulletin No. 14 2001, The International Federation for Structural Concrete (fib), Lausanne, Switzerland.
19. Isis Strengthening Reinforced Concrete Structures with Externally-Bonded Fibre Reinforced Polymers. Design Manual No. 4, Canadian Network of Centres of Excellence on Intelligent Sensing for Innovative Structures 2001, ISIS Canada Corporation, Winnipeg, Manitoba, Canada.
20. Holzenkämpfer P. Ingenieurmodelle des Verbundes Geklebter Bewehrung für Betonbauteile. Dissertation 1994, TU Braunschweig, Germany, (in German).
21. Jansze W. Strengthening of RC Members in Bending by Externally Bonded Steel Plates. PhD Thesis 1997, Delft University of Technology, Delft, The Netherlands.
22. JSCE Standard Specifications for Concrete Structures - Design 1996, Japan Society of Civil Engineers, Tokyo, Japan, (in Japanese).
23. Jsce Recommendations for Upgrading of Concrete Structures with Use of Continuous Fiber Sheets. Concrete Engineering Series 41 2001, Japan Society of Civil Engineers, Tokyo, Japan.
24. Khalifa A., Gold W.J., Nanni A., Abel-aziz M. Contribution of externally bonded FRP to shear capacity of RC flexural members. Journal of Composites for Construction 1998, 2(4):195-203. ASCE.
25. Lam L., Teng J.G. Compressive strength of FRP-confined concrete in rectangular columns 2001, 335-343. Elsevier Science, Oxford, UK. J.G. Teng (Ed.).
26. Lam L., Teng J.G. Design-oriented stress-strain model for FRP-confined concrete. Construction and Building Materials 2003, 17(6-7):471-489.
27. Lam L., Teng J.G. Design oriented stress-strain model for FRP-confined concrete in rectangular columns. Journal of Reinforced Plastics and Composites 2003, 22(13):1149-1186.
28. Lillistone D., Jolly C.K. An innovative form of reinforcement for concrete columns using advanced composites. The Structural Engineer 2000, 78(2):20-28.
29. Lu X.Z., Teng J.G., Ye L.P., Jiang J.J. Bond-slip models for FRP sheets/plates bonded to concrete. Engineering Structures 2005, 27:920-937.
30. Lu X.Z., Teng J.G., Ye L.P., Jiang J.J. Intermediate crack debonding in FRP-strengthened RC beams: FE analysis and strength model. Journal of Composites for Construction 2007, 11(2):161-174. ASCE.
31. Maeda T., Asano Y., Sato Y., Ueda T., Kakuta Y. A study on bond mechanism of carbon fiber sheet 1997, 1:279-285.
32. Mander J.B., Priestley M.J.N., Park R. Theoretical stress-strain model for confined concrete. Journal of Structural Engineering 1988, 114(8):1804-1826. ASCE.
33. Mutsuyoshi H., Ishbashi T., Okano M., Katsuko F. New design method for seismic retrofit of bridge columns with continuous fibre sheet - performancebased design 1999, 229-241. American Concrete Institute, Farmington Hills, MI, USA. C.W. Dolan, S.H. Rizkalla, A. Nanni (Eds.).
34. Neubauer U., Rostásy F.S. Design aspects of concrete structures strengthened with externally bonded CFRP plates 1997, II:109-118. Engineering Technics Press, Edinburgh, UK. M.C. Forde (Ed.).
35. Oehlers D.J., Seracino R. Design of FRP and Steel Plated RC Structures 2004, Elsevier, Oxford, UK.
36. Oehlers D.J., Seracino R., Smith S.T. Design Guideline for RC Structures Retrofitted with FRP and Metal Plates: Beams and Slabs 2008, Standards Australia, in press.
37. Seible F., Burgueno R., Abdallah M.G., Nuismer R. Advanced composite carbon shell systems for bridge columns under seismic loads 1995, San Diego, CA, USA, Dec 10-13.
38. Smith S.T., Teng J.G. FRP-strengthened RC structures. II: Assessment of debonding strength models. Engineering Structures 2002, 24(4):397-417.
39. Spoelstra M.R., Monti G. FRP-confined concrete model. Journal of Composites for Construction 1999, 3(3):143-150. ASCE.
40. Täljsten B. FRP Strengthening of Existing Concrete Structures. Design Guidelines. Division of Structural Engineering 2003, Luleå University of Technology, Luleå, Sweden. 2nd edn.
41. Teng J.G., Lam L. Behavior and modeling of fiber reinforced polymer-con-fined concrete. Journal of Structural Engineering 2004, 130(11):1713-1723. ASCE.
42. Teng J.G., Yao J. Plate end debonding failures of FRP- or steel-plated RC beams: a new strength model 2005, 291-298. Hong Kong, China, Dec 7-9. J.F. Chen, J.G. Teng (Eds.).
43. Teng J.G., Yao J. Plate end debonding in FRP-plated RC beams-II: strength model. Engineering Structures 2007, 29(10):2472-2486.
44. Teng J.G., Chen J.F., Smith S.T., Lam L. FRP-Strengthened RC Structures 2002, John Wiley & Sons, Chichester, UK.
45. Teng J.G., Smith S.T., Yao J., Chen J.F. Intermediate crack induced debonding in RC beams and slabs. Construction and Building Materials 2003, 17(6&7):447-462.
46. Teng J.G., Huang Y.L., Lam L., Ye L. Theoretical model for fiber reinforced polymer-confined concrete. Journal of Composites for Construction 2007, 11(2):201-210. ASCE.
47. Triantafillou T.C., Antonopoulos C.P. Design of concrete flexural members strengthened in shear with FRP. Journal of Composites for Construction 2000, 4(4):198-205. ASCE.
48. Xiao Y., Wu H. Compressive behaviour of concrete confined by carbon fiber composite jackets. Journal of Materials in Civil Engineering 2000, 12(2):139-146. ASCE.
49. Yao J., Teng J.G., Lam L. Experimental study on intermediate crack debond-ing in FRP-strengthened RC flexural members. Advances in Structural Engineering 2005, 8(4):365-396.