Prediction of Concrete Cover Separation in Reinforced Concrete Beams Strengthened with FRP-Reference-Cited by-同舟云学术

Prediction of Concrete Cover Separation in Reinforced Concrete Beams Strengthened with FRP

Published:2021-08 Issue:4 Volume:25 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Al-Ghrery Khattab¹,Kalfat Robin²,Al-Mahaidi Riadh³^ORCID,Oukaili Nazar⁴^ORCID,Al-Mosawe Alaa⁵

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Construction, Faculty of Science, Engineering and Technology, Swinburne Univ. of Technology, Hawthorn, VIC, Australia 3122; Dept. of Civil Engineering, College of Engineering, Univ. of Baghdad, Baghdad, Iraq 10070 (corresponding author).

2. Senior Lecturer, Dept. of Civil and Construction, Faculty of Science, Engineering and Technology, Swinburne Univ. of Technology, Hawthorn, VIC, Australia 3122.

3. Professor, Dept. of Civil and Construction, Faculty of Science, Engineering and Technology, Swinburne Univ. of Technology, Hawthorn, VIC, Australia 3122. ORCID: .

4. Professor, Dept. of Civil Engineering, College of Engineering, Univ. of Baghdad, Baghdad, Iraq 10070. ORCID: .

5. Research Fellow, Dept. of Civil and Construction, Faculty of Science, Engineering and Technology, Swinburne Univ. of Technology, Hawthorn, VIC, Australia 3122.

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.1943-5614.0001130

Reference61 articles.

1. Ahmed, O., and D. Van Gemert. 1999. “Effect of longitudinal carbon fiber reinforced plastic laminates on shear capacity of reinforced concrete beams.” In Proc., 4th Int. Symp. on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures, 933–943. Farmington Hills, MI: American Concrete Institute (ACI).

2. Improved model for plate-end shear of CFRP strengthened RC beams

3. Strength of Cfrp-steel double strap joints under impact loads using genetic programming

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

5. Effects of Ratio of CFRP Plate Length to Shear Span and End Anchorage on Flexural Behavior of SCC RC Beams

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