Flexural Behavior of Concrete Beams Reinforced with Ribbed Basalt-FRP Bars under Static Loads-Reference-Cited by-同舟云学术

Flexural Behavior of Concrete Beams Reinforced with Ribbed Basalt-FRP Bars under Static Loads

Published:2017-06 Issue:3 Volume:21 Page:04016098
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Elgabbas Fareed¹,Ahmed Ehab A.²,Benmokrane Brahim³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada J1K 2R1.

2. Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada J1K 2R1; Lecturer, Dept. of Civil Engineering, Menoufia Univ., Egypt.

3. Professor of Civil Engineering and Tier-1 Canada Research Chair in Advanced Composite Materials for Civil Structures and NSERC Research Chair in Innovative FRP Reinforcement for Concrete Structures, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada J1K 2R1 (corresponding author).

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.1943-5614.0000752

Reference37 articles.

1. ACI (American Concrete Institute). (2006). “Guide for the design and construction of structural concrete reinforced with FRP bars.” ACI 440.1R-06 Farmington Hills MI.

2. ACI (American Concrete Institute). (2008). “Specification for carbon and glass fiber-reinforced polymer bar materials for concrete reinforcement.” ACI 440.6M-08 Farmington Hills MI.

3. ACI (American Concrete Institute). (2015). “Guide for the design and construction of structural concrete reinforced with FRP bars.” ACI 440.1R-15 Farmington Hills MI.

4. ASTM. (2011a). “Standard test method for tensile properties of fiber-reinforced polymer matrix composite bars.” ASTM D7205 West Conshohocken PA.

5. ASTM. (2011b). “Standard test methods for constituent content of composite.” ASTM D3171 West Conshohocken PA.

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