Moving-Wheel Fatigue for Bridge Decks Strengthened with CFRP Strips Subject to Negative Bending-Reference-Cited by-同舟云学术

Moving-Wheel Fatigue for Bridge Decks Strengthened with CFRP Strips Subject to Negative Bending

Published:2010-12 Issue:6 Volume:14 Page:784-790
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Yoshitake Isamu¹²³⁴,Kim Yail J.¹²³⁴,Yumikura Keiyu¹²³⁴,Hamada Sumio¹²³⁴

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Yamaguchi Univ., Ube, Yamaguchi, Japan.

2. Assistant Professor, Dept. of Civil Engineering, North Dakota State Univ., Fargo, ND 58108 (corresponding author).

3. CEO, Inai Conex, Co., Ltd., Minato, Osaka, Japan.

4. Professor Emeritus, Dept. of Civil and Environmental Engineering, Yamaguchi Univ., Ube, Yamaguchi, Japan.

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.1943-5614.0000138

Reference34 articles.

1. American Concrete Institute (ACI). (1997). “Considerations for design of concrete structures subjected to fatigue loading.” ACI 215R-74 (Reapproved 1997) American Concrete Institute Committee 215 Farmington Hills Mich.

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

3. Fatigue Performance of Concrete Beams Strengthened with CFRP Plates

4. Experimental Investigation of Bonded Fiber Reinforced Polymer-Concrete Joints under Cyclic Loading

5. The fatigue behaviour of fibrous composite materials

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