Deflection Calculation of FRP Reinforced Concrete Beams Based on Modifications to the Existing Branson Equation-Reference-Cited by-同舟云学术

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

Published:2007-02 Issue:1 Volume:11 Page:4-14
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Bischoff Peter H.¹

Affiliation:

1. Professor, Dept. of Civil Engineering, Univ. of New Brunswick, P. O. Box 4400, Fredericton NB, Canada E3B 5A3. E-mail:bischoff@unb.ca

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%282007%2911%3A1%284%29

Reference26 articles.

1. American Concrete Institute (ACI). (1996). “State-of-the-art report on fiber reinforced plastic (FRP) reinforcement for concrete structures.” ACI 440R-96 ACI Committee 440 Farmington Hills Mich.

2. American Concrete Institute (ACI). (2001). “Guide for the design and construction of concrete reinforced with FRP bars.” ACI 440.1R-01 ACI Committee 440 Farmington Hills Mich.

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

4. American Concrete Institute (ACI). (2005). “Building code requirements for structural concrete and commentary.” ACI 318-05 and ACI 318R-05 respectively ACI Committee 318 Farmington Hills Mich.

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

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