Design Approach for Calculating Deflection of FRP-Reinforced Concrete-Reference-Cited by-同舟云学术

Design Approach for Calculating Deflection of FRP-Reinforced Concrete

Published:2011-08 Issue:4 Volume:15 Page:490-499
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Bischoff Peter H.¹²,Gross Shawn P.¹²

Affiliation:

1. Professor, Dept. of Civil Engineering, Univ. of New Brunswick, PO Box 4400, Fredericton, NB, Canada E3B 5A3 (corresponding author).

2. Associate Professor, Dept. of Civil and Environmental Engineering, Villanova Univ., 800 Lancaster Ave., Villanova, PA 19085.

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.1943-5614.0000195

Reference27 articles.

1. ACI Committee 435. (1995). “Control of deflection in concrete structures.” ACI 435R-95 American Concrete Institute Farmington Hills MI 88.

2. ACI Committee 440. (1996). “State-of-the-art report on fiber reinforced plastic (FRP) reinforcement for concrete structures.” ACI 440R-96 American Concrete Institute Farmington Hills MI 68.

3. ACI Committee 440. (2001). “Guide for the design and construction of concrete reinforced with FRP bars.” ACI 440.1R-01 American Concrete Institute Farmington Hills MI 41.

4. ACI Committee 440. (2003). “Guide for the design and construction of concrete reinforced with FRP bars.” ACI 440.1R-03 American Concrete Institute Farmington Hills MI 42.

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