Effect on Superstructure Stress of Replacing a Composite RC Bridge Deck with a GFRP Deck-Reference-Cited by-同舟云学术

Effect on Superstructure Stress of Replacing a Composite RC Bridge Deck with a GFRP Deck

Published:2007-05 Issue:3 Volume:12 Page:394-398
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Harries Kent A.¹²,Moses Jonathan¹²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, Pittsburgh, PA 15261.

2. Engineer, Pennsylvania Dept. of Transportation District 11, Bridgeville, PA 15017; formerly, Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, Pittsburgh, PA 15261.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282007%2912%3A3%28394%29

Reference11 articles.

1. How are composite bridges performing?;Black S.;Compos. Technol.,2003

2. Hooks J. and O’Connor J. (2004). “A summary of six years experience using GFRP composites for bridge decks.” Proc. 21st Int. Bridge Conf. Engineering Society of Western Pennsylvania Pittsburgh.

3. Service Load Effective Compression Flange Width in Fiber Reinforced Polymer Deck Systems Acting Compositely with Steel Stringers

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