Stiffness and Strength Evaluations of a Shear Connection System for FRP Bridge Decks to Steel Girders-Reference-Cited by-同舟云学术

Stiffness and Strength Evaluations of a Shear Connection System for FRP Bridge Decks to Steel Girders

Published:2011-06 Issue:3 Volume:15 Page:441-450
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Davalos Julio F.¹²³,Chen An¹²³,Zou Bin¹²³

Affiliation:

1. Benedum Distinguished Teaching Professor, Dept. of Civil and Environmental Engineering, West Virginia Univ., Morgantown, WV 26506-6103.

2. Research Assistant Professor, Dept. of Civil and Environmental Engineering, West Virginia Univ. (corresponding author).

3. Formerly, Graduate Research Assistant, Dept. of Civil and Environmental Engineering, West Virginia Univ.

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.1943-5614.0000162

Reference18 articles.

1. Fiber-Reinforced Polymer Composites for Construction—State-of-the-Art Review

2. Transverse Shear Including Skin Effect for Composite Sandwich with Honeycomb Sinusoidal Core

3. Strength evaluations of sinusoidal core for FRP sandwich bridge deck panels

4. Davalos J. F. Barth K. E. and Qiao P. (2000). “Development of an innovative connector system for fiber reinforced polymer bridge decks to steel stringers.” NCHRP-IDEA Project 66 National Cooperative Highway Research Program Washington DC.

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