Effective Bond Length of Carbon-Fiber-Reinforced Polymer Strips Bonded to Fatigued Steel Bridge I-Girders-Reference-Cited by-同舟云学术

Effective Bond Length of Carbon-Fiber-Reinforced Polymer Strips Bonded to Fatigued Steel Bridge I-Girders

Published:2005-03 Issue:2 Volume:10 Page:195-205
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Nozaka Katsuyoshi¹²³,Shield Carol K.¹²³,Hajjar Jerome F.¹²³

Affiliation:

1. Research Associate, Ritsumeikan Univ., Kusatsu, Shiga, 525-8577 Japan.

2. Professor, Dept. of Civil Engineering, Univ. of Minnesota, Minneapolis, MN 55455.

3. Associate Professor, Dept. of Civil Engineering, Univ. of Minnesota, Minneapolis, MN 55455.

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%282005%2910%3A2%28195%29

Reference27 articles.

1. Behavior of Precracked RC Beams Strengthened with Carbon FRP Sheets

2. American Society for Testing and Materials (ASTM). (1995). “Standard testing method for tensile properties of polymer matrix composite materials ” D 3039 Philadelphia.

3. American Society for Testing and Materials (ASTM). (1997). “Standard testing method for tensile properties of plastics ” D 638 Philadelphia.

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

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