Shear capacity of precracked and non-precracked reinforced concrete shear beams with externally bonded bi-directional CFRP strips

Author:

Jayaprakash J.,Abdul Samad Abdul Aziz,Anvar Abbasovich Ashrabov,Abang Ali Abang Abdullah

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference26 articles.

1. Contribution of externally bonded FRP to shear capacity of flexural members;Khalifa;ASCE-J Compos Construct,1998

2. Shear strengthening of reinforced concrete beams using externally applied composites;Chajes;ACI Struct J,1995

3. Kishi N, Mikami H, Matsuoka KG, Kurihashi Y. Flexure behaviour of flexural strengthened RC beams with AFRP sheet. In: Proceedings of the fifth international conference on fibre reinforced plastics for reinforced concrete structures, Cambridge, UK, 2001. p. 87–95.

4. Khalifa A, Belarbi A, Nanni A. Shear performance of RC members strengthened with externally bonded FRP wraps. In: Proc, American Concrete Institute, Proc 12th world conference on earthquake engineering, Auckland, New Zealand, 2000, paper 305.

5. Improving shear capacity of existing RC T-section beams using CFRP composites;Khalifa;Cement Concr Compos J,2000

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