Performance of Concrete Beams Reinforced with Basalt FRP for Flexure and Shear-Reference-Cited by-同舟云学术

Performance of Concrete Beams Reinforced with Basalt FRP for Flexure and Shear

Published:2015-04 Issue:2 Volume:19 Page:04014036
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Tomlinson Douglas¹,Fam Amir²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6.

2. Donald and Sarah Munro Chair Professor in Engineering and Applied Science, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6 (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.1943-5614.0000491

Reference24 articles.

1. Load-Deflection Analysis of FRP Reinforced Concrete Flexural Members

2. American Concrete Institute (ACI). (2006). “Guide for the design and construction of structural concrete reinforced with FRP bars.” ACI 440.1R-06 ACI Committee 440 Detroit.

3. Shear Strength of Large Concrete Members with FRP Reinforcement

4. Reevaluation of Deflection Prediction for Concrete Beams Reinforced with Steel and Fiber Reinforced Polymer Bars

5. Brik V. (1997). “Basalt fiber composite reinforcement for concrete.”Contract NCHRP-96-IDO25 Transportation Research Board Washington DC 21.

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