Influence of Asphalt Pavement Conditions on Fatigue Damage of Orthotropic Steel Decks: Parametric Analysis-Reference-Cited by-同舟云学术

Influence of Asphalt Pavement Conditions on Fatigue Damage of Orthotropic Steel Decks: Parametric Analysis

Published:2018-12 Issue:12 Volume:23 Page:04018093
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Cui Chuang¹,Zhang Qinghua²,Hao Hong³,Li Jun⁴,Bu Yizhi⁵

Affiliation:

1. Ph.D. Candidate, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of Northbound 1, Second Ring Rd., Chengdu 610031, China.

2. Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of Northbound 1, Second Ring Rd., Chengdu 610031, China. (corresponding author).

3. Professor, School of Civil and Mechanical Engineering, Curtin Univ., Bentley, WA 6102, Australia; Professor, School of Civil Engineering, Guangzhou Univ., Guangzhou 510006, China.

4. Senior Lecturer, School of Civil and Mechanical Engineering, Curtin Univ., Bentley, WA 6102, Australia.

5. Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of Northbound 1, Second Ring Rd., Chengdu 610031, 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.1943-5592.0001313

Reference28 articles.

1. Strain Energy-Based Fatigue Life Evaluation of Deck-to-Rib Welded Joints in OSD Considering Combined Effects of Stochastic Traffic Load and Welded Residual Stress

2. Effect of pavement maintenance cycle on the fatigue reliability of simply-supported steel I-girder bridges under dynamic vehicle loading

3. Fatigue Performance of Roof and U-Rib Weld of Orthotropic Steel Bridge Deck with Different Penetration Rates

4. Fatigue reliability assessment of steel bridge details integrating weigh-in-motion data and probabilistic finite element analysis

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