Fatigue behaviour of CFRP L-shaped plates for shear strengthening of RC T-beams

Composites Part B: Engineering

Volumn 35, Issue 4, 2004, Pages 279-290

  Czaderski, Christoph ^a   Motavalli, Masoud ^a  

^a SWISS FEDERAL LABORATORIES FOR MATERIALS SCIENCE AND TECHNOLOGY   (Switzerland)

Author keywords

A. Carbon fibre; A. Plates; B. Fatigue; D. Mechanical testing; Shear strengthening

Indexed keywords

ANCHORAGES (CONCRETE CONSTRUCTION); BEAMS AND GIRDERS; ELASTIC MODULI; FAILURE (MECHANICAL); FATIGUE OF MATERIALS; FIBER REINFORCED PLASTICS; IRON AND STEEL PLANTS; REINFORCED CONCRETE; SHEAR STRESS; STRUCTURAL LOADS;

SHEAR RESISTANCES; TENSILE STRAIN;

PLATES (STRUCTURAL COMPONENTS);

EID: 1842479977     PISSN: 13598368     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compositesb.2004.02.001     Document Type: Article

References (18)

1. Meier H. CFK-Schubverstärkungselemente. Schweizer Ingenieur und Architekt SI+A, No. 43; 22 October 1998. p. 819-21.
2. Czaderski C. Nachträgliche Schubverstärkung mit CFK-Winkeln. Schweizer Ingenieur und Architekt SI+A, No. 43; 22 October 1998. p. 822-26.
3. Czaderski C. Shear strengthening of reinforced concrete with CFRP. Proceedings of the 45th International SAMPE Symposium, vol. 45, Book 1; May 21-25, 2000. p. 880-94.
4. Czaderski C. Shear strengthening of reinforced concrete with CFRP. Proceedings of the 16th Congress of IABSE, Lucerne; September 18-21, 2000. ISBN 3-85748-101-5.
5. Czaderski C. Shear strengthening with prefabricated CFRP L-shaped plates. Test beams S1 to S6, EMPA. Report No. 116/7; August 2002, Switzerland.
6. Czaderski C. Shear strengthening with prefabricated CFRP L-shaped plates. Proceedings of the IABSE Symposium, Melbourne; September 11-13, 2002. ISBN 3-85748-107-2.
7. Czaderski C. Shear strengthening with prefabricated CFRP L-shaped plates. Proceedings of the first fib Congress, Osaka; October 13-19, 2002. p. 299-308.
8. Lee K., Al-Mahaidi R., Taplin G., Millar D. Behaviour of reinforced concrete T-beams strengthened with prefabricated L-shaped CFRP plates. Proceedings of the IABSE Symposium, Melbourne. 2002;. September 11-13, 2002, ISBN 3-85748-107-2.
9. Jensen Aage P., Ervin P. Figueiras. On the strengthening of RC beams by epoxy-bonded links of L-shaped CFRP strips against shear failure. Composites in constructions. 2001;541-546. ISBN 90-2651-858-7.
10. Teng J.G., , et al. FRP strengthened RC structures. 2002;Wiley, London. ISBN 0-471-48706-6.
11. Täljsten B. FRP strengthening of existing concrete structures; 2002, Luleå University. ISBN 91-89580-03-6.
12. fib Bulletin 14, Externally bonded FRP reinforcement for RC structures; July 2001. ISBN 2-88394-054-1.
13. Triantafillou Thanasis C., Antonopoulos Costas P. Design of concrete flexural members strengthened in shear with FRP. J Compos Construct. 4:(4):2000;198-205.
14. Deniaud C., Cheng J., Roger J. Shear behavior of reinforced concrete T-beams with externally bonded fiber-reinforced polymer sheets. ACI Struct J. 98:(3):2001;386-394.
15. Chaallal O., , et al. Performance of reinforced concrete T-girders strengthened in shear with carbon fiber-reinforced polymer fabric. ACI Struct J. 99:(3):2002;335-343.
16. CEB-FIP Model Code 1990, Thomas Telford Services Ltd., London; 1993. ISBN: 0-7277-1696-4.
17. fib Bulletin 2, Structural concrete, textbook on behaviour, design and performance, vol. 2. Updated knowledge of the CEB/FIP Model Code 1990; 1999, ISBN 2-88394-042-8.
18. Leonhard F., Mönnig E. Vorlesungen über Massivbau, Teil 1, Grundlagen zur Bemessung im Stahlbetonbau. vol. 3:1984;Springer. 3, Auflage, ISBN 3-540-12786-0.