Flexural Behavior of Basalt Fiber–Reinforced Concrete Slab Strips with BFRP Bars: Experimental Testing and Numerical Simulation-Reference-Cited by-同舟云学术

Flexural Behavior of Basalt Fiber–Reinforced Concrete Slab Strips with BFRP Bars: Experimental Testing and Numerical Simulation

Published:2020-04 Issue:2 Volume:24 Page:04020007
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Attia Karim¹,El Refai Ahmed²^ORCID,Alnahhal Wael³^ORCID

Affiliation:

1. M.Sc. Candidate, Dept. of Civil and Water Engineering, Laval Univ., Quebec City, QC, Canada G1V 0A6.

2. Associate Professor, Dept. of Civil and Water Engineering, Laval Univ., Quebec City, QC, Canada G1V 0A6 (corresponding author). ORCID: .

3. Associate Professor, Dept. of Civil and Architectural Engineering, Qatar Univ., P.O. Box 2713, Doha, Qatar. ORCID: .

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.1943-5614.0001002

Reference33 articles.

1. Abbas U. 2013. “Materials development of steel- and basalt fiber-reinforced concretes.” M.Sc. thesis Dept. of Structural Engineering Norwegian Univ. of Science and Technology.

2. Adhikari S. 2013. “Mechanical and structural characterization of mini-bar reinforced concrete beams.” Ph.D. thesis Dept. of Civil Engineering Akron Univ.

3. Bond degradation of basalt fiber-reinforced polymer (BFRP) bars exposed to accelerated aging conditions

4. Flexural behavior of basalt fiber-reinforced concrete slab strips reinforced with BFRP and GFRP bars

5. Experimental study of bond behaviour between concrete and FRP bars using a pull-out test

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