Fatigue Performance of Orthotropic Steel Decks with FRP Angles: Field Measurement and Numerical Analysis-Reference-Cited by-同舟云学术

Fatigue Performance of Orthotropic Steel Decks with FRP Angles: Field Measurement and Numerical Analysis

Published:2019-08 Issue:4 Volume:33 Page:04019042
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Guo Tong¹,Liu Jie²,Deng Yang³,Zhang Zhaolei²

Affiliation:

1. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures, Ministry of Education, Southeast Univ., Nanjing 210096, PR China (corresponding author).

2. Ph.D. Candidate, School of Civil Engineering, Southeast Univ., Nanjing 210096, PR China.

3. Associate Professor, School of Civil and Transportation Engineering, Beijing Univ. of Civil Engineering and Architecture, Beijing 102616, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001308

Reference27 articles.

1. Use of CFRP Overlays to Repair Fatigue Damage in Steel Plates under Tension Loading

2. Experimental study on fatigue failure of rib-to-deck welded connections in orthotropic steel bridge decks

3. Identifying Effective and Ineffective Retrofits for Distortion Fatigue Cracking in Steel Bridges Using Field Instrumentation

4. Full-Range S-N Fatigue-Life Evaluation Method for Welded Bridge Structures Considering Hot-Spot and Welding Residual Stress

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