Analytical study on RC beams strengthened for flexure with externally bonded FRP reinforcement

Author:

Al-Zaid Rajeh Z.,Al-Negheimish Abdulaziz I.,Al-Saawani Mohammed A.,El-Sayed Ahmed K.

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference39 articles.

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

2. Static and fatigue performance of RC beams strengthened with CFRP laminates;Shahawy;J Struct Eng,1999

3. Improved model for plate-end shear of CFRP strengthened RC beams;Ahmed;Cement Concr Compos,2001

4. Effect of beam size and FRP thickness on interfacial shear stress concentration and failure mode of FRP-strengthened beams;Maalej;Compos Sci Technol,2005

5. Almakt M, Bal´azs G, Pilakoutas K. Strengthening of RC elements by CFRP plates. Local failure, 2do. In: Int. Ph.D. symposium in civil engineering; 1998.

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