Behavior of Wide Shallow RC Beams Strengthened with CFRP Reinforcement

Author:

Al-Negheimish Abdulaziz I.1,El-Sayed Ahmed K.2,Al-Zaid Rajeh A.3,Shuraim Ahmed B.4,Alhozaimy Abdulrahman M.3

Affiliation:

1. Associate Professor, Dept. of Civil Engineering and Center of Excellence in Research of Engineering Materials (CEREM), King Saud Univ., P.O. Box 800, Riyadh 11421, Kingdom of Saudi Arabia.

2. Assistant Professor, Center of Excellence for Concrete Research and Testing, Dept. of Civil Engineering, King Saud Univ., P. O. Box 800, Riyadh 11421, Kingdom of Saudi Arabia (corresponding author).

3. Professor, Dept. of Civil Engineering, King Saud Univ., P.O. Box 800, Riyadh 11421, Kingdom of Saudi Arabia.

4. Associate Professor, Dept. of Civil Engineering, King Saud Univ., P.O. Box 800, Riyadh 11421, Kingdom of Saudi Arabia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference26 articles.

1. Al-Negheimish A. I. Shuraim A. B. Al-Zaid R. Z. Alhozaimy A. M. El-Sayed A. K. (2011). “Innovative procedure for strengthening wide shallow beam floor system using CFRP reinforcement.” 2nd Year Progress rep. Submitted to Center of Excellence for Research in Engineering Materials (CEREM) King Saud Univ. Kingdom of Saudi Arabia.

2. American Concrete Institute (ACI). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-08 American Concrete Institute Detroit.

3. American Concrete Institute (ACI). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-02 American Concrete Institute Detroit.

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