Flexural Behavior of Continuous FRP-Reinforced Concrete Beams-Reference-Cited by-同舟云学术

Flexural Behavior of Continuous FRP-Reinforced Concrete Beams

Published:2010-12 Issue:6 Volume:14 Page:669-680
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

El-Mogy Mostafa¹²³,El-Ragaby Amr¹²³,El-Salakawy Ehab¹²³

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, MB, Canada R3T 5V6.

2. Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, MB, Canada R3T 5V6.

3. Associate Professor and Canada Research Chair in Advanced Composite Materials and Monitoring of Civil Infrastructures, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, MB, Canada R3T 5V6 (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.1943-5614.0000140

Reference25 articles.

1. Evaluation of deflection in concrete members reinforced with fibre reinforced polymer (FRP) bars

2. American Concrete Institute (ACI). (2004). “Guide test methods for fiber reinforced polymers (FRPs) for reinforcing or strengthening concrete structures.” ACI 440.3R-04 Farmington Hills Mich.

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

4. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08 and ACI 318R-08 Farmington Hills Mich.

5. Deflection Calculation of FRP Reinforced Concrete Beams Based on Modifications to the Existing Branson Equation

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