Shear Strength of One-Way Concrete Slabs Reinforced with Fiber-Reinforced Polymer Composite Bars-Reference-Cited by-同舟云学术

Shear Strength of One-Way Concrete Slabs Reinforced with Fiber-Reinforced Polymer Composite Bars

Published:2005-04 Issue:2 Volume:9 Page:147-157
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

El-Sayed Ahmed¹²³,El-Salakawy Ehab¹²³,Benmokrane Brahim¹²³

Affiliation:

1. PhD Candidate, Dept. of Civil Engineering, Université de Sherbrooke, Sherbrooke, Québec, Canada.

2. Research Associate Professor, Dept. of Civil Engineering, Université de Sherbrooke, Sherbrooke, Québec, Canada J1K 2R1.

3. NSERC Chair Professor, Dept. of Civil Engineering, Université de Sherbrooke, Sherbrooke, Québec, Canada J1K 2R1.

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%291090-0268%282005%299%3A2%28147%29

Reference17 articles.

1. American Concrete Institute (ACI) Committee 440. (2003). “Guide for the design and construction of concrete reinforced with FRP bars.” ACI 440.1R-03 Detroit.

2. Shear and diagonal tension;American Concrete Institute (ACI)–ASCE Committee 326;ACI Struct. J.,1962

3. Recent Approaches to Shear Design of Structural Concrete

4. Mechanical and bond properties of new generation of carbon fibre reinforced polymer reinforcing bars for concrete structures

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