Effectiveness of U-shaped CFRP wraps as end anchorages in predominant flexure and shear region

Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010

Volumn , Issue , 2011, Pages 533-536

  Khan, A A R ^a   Ayub, Tehmina ^a  

^a NED UNIVERSITY OF ENGINEERING AND TECHNOLOGY   (Pakistan)

Author keywords

[No Author keywords available]

Indexed keywords

LOAD LIMITS; LOADS (FORCES); PLATES (STRUCTURAL COMPONENTS);

EXTERNALLY BONDED; MODE OF FAILURES; SHEAR LOADINGS; SHEAR RESISTANCES; STRENGTHENED BEAMS; STRENGTHENED RC BEAMS; ULTIMATE LOAD-CARRYING CAPACITY; ULTIMATE STRENGTH;

ANCHORAGES (FOUNDATIONS);

EID: 84873393154     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1007/978-3-642-17487-2_115     Document Type: Conference Paper

References (7)

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3. 1st SBEIDCO), 12-14 October, 2009, Oran, Algeria.
4. Khan, A. R. & Ayub, T. 2009b. Role of U-shaped Anchorages on Performance of RC Beams Strengthened by CFRP Plates. Proceedings of Asia-Pacific Conference on FRP in Structures (APFIS 2009), 9 - 11 December 2009, Seoul, Korea.
5. Sato,.YUeda, T., Kakuta. Y.& Tanaka T. 1996. Shear reinforcing effect of carbon fibre sheet attached to side of reinforced concrete beams. Advanced composite material in bridges and structures: 621-627.
6. Uji, K. 1992. Improving shear capacity of existing reinforced concrete members by applying carbon fiber sheets. Transactions of the Japan Concrete Institute 14: 253-266.
7. Teng, J. G., Chen, J.F., Smith, S.T. and Lam, L. (2003). Behaviour and strength of FRP-strengthened RC structures: a state-ofthe- art review. Proceeding of Institute of Civil Engineering, Structures and Buildings 156(1): 51-62.