Fatigue Performance of a Lightweight Composite Bridge Deck with Open Ribs-Reference-Cited by-同舟云学术

Fatigue Performance of a Lightweight Composite Bridge Deck with Open Ribs

Published:2016-07 Issue:7 Volume:21 Page:04016039
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhang Shihong¹,Shao Xudong²,Cao Junhui³,Cui Jianfeng⁴,Hu Jianhua⁴,Deng Lu²

Affiliation:

1. Assistant Engineer, Henan Provincial Communications Planning, Survey and Design Institute Co., Ltd., Zhengzhou 450015, China; Formerly, Graduate Student, Key Laboratory for Wind and Bridge Engineering of Hunan Province, Hunan Univ., Changsha 410082, China.

2. Professor, Key Laboratory for Wind and Bridge Engineering of Hunan Province, Hunan Univ., Changsha 410082, China.

3. Ph.D. Candidate, Key Laboratory for Wind and Bridge Engineering of Hunan Province, Hunan Univ., Changsha 410082, China (corresponding author).

4. Senior Engineer, Hunan Provincial Communications Planning, Survey and Design Institute, Changsha 410008, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000905

Reference32 articles.

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3. Modelling and fatigue life assessment of orthotropic bridge deck details using FEM

4. Behloul M. and Chanvillard G. (2005). “Fatigue flexural behavior of pre-cracked specimens of special UHPFRC.” Proc. Seventh Int. Symp. on the Utilization of High Strength/High-Performance Concrete American Concrete Institute Farmington Hills MI.

5. Retrofit of an orthotropic steel deck with compact reinforced reactive powder concrete

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