Crack Width Prediction for Concrete Beams Strengthened with Carbon FRP Composites-Reference-Cited by-同舟云学术

Crack Width Prediction for Concrete Beams Strengthened with Carbon FRP Composites

Published:2017-10 Issue:5 Volume:21 Page:04017023
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Al-Saawani Mohammed A.¹,El-Sayed Ahmed K.²,Al-Negheimish Abdulaziz I.³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, King Saud Univ., P.O. Box 800, Riyadh, Kingdom of Saudi Arabia 11421.

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

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000805

Reference18 articles.

1. Behavior of Wide Shallow RC Beams Strengthened with CFRP Reinforcement

2. Effect of basic design parameters on IC debonding of CFRP-strengthened shallow RC beams

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

4. Strengthening of structurally damaged wide shallow RC beams using externally bonded CFRP plates

5. A multi-scale approach for crack width prediction in reinforced-concrete beams repaired with composites

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