Impact of Heavy Freight Railcar on the Remaining Fatigue Life of Centenarian Railway Bridges-Reference-Cited by-同舟云学术

Impact of Heavy Freight Railcar on the Remaining Fatigue Life of Centenarian Railway Bridges

Published:2017-11 Issue:11 Volume:22 Page:04017097
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Lou Peng¹,Nassif Hani²,Su Dan³

Affiliation:

1. Research Associate, Rutgers Infrastructure Monitoring and Evaluation (RIME) Group, Dept. of Civil & Environmental Engineering, Rutgers Univ., Piscataway, NJ 08854.

2. Professor and Director, Rutgers Infrastructure Monitoring and Evaluation (RIME) Group, Dept. of Civil & Environmental Engineering, Rutgers Univ., Piscataway, NJ 08854.

3. Visiting Assistant Professor, Dept. of Civil & Environmental Engineering, Lamar Univ., Beaumont, TX 77706 (corresponding author).

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.1943-5592.0001128

Reference43 articles.

1. AASHTO (American Association of State Highway and Transportation Officials). (1989). Guide specifications for fatigue of steel bridges Washington DC.

2. AASHTO (American Association of State Highway and Transportation Officials). (2012). AASHTO LRFD bridge design specifications customary U.S. units 7th Ed. with 2015 and 2016 Interim Revisions Washington DC.

3. Abaqus 6.9.1 [Computer software]. Dassault Systèmes Providence RI.

4. Abe H. (1989). “Fatigue strength of corroded steel plates from old railway bridges.” Proc. Durability of structures IABSE Symp. Lisbon Portugal Volume 57/1 International Association for Bridge and Structural Engineering Zurich Switzerland.

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