Experimental study on fatigue failure of rib-to-deck welded connections in orthotropic steel bridge decks-Reference-Cited by-同舟云学术

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

Published:2017-10 Issue: Volume:103 Page:157-167
ISSN:0142-1123
Container-title:International Journal of Fatigue
language:en
Short-container-title:International Journal of Fatigue

Author:

Cheng Bin,Ye Xinghan,Cao Xinger,Mbako Dibu Dave,Cao Yishan

Funder

Natural Science Foundation of Shanghai

China Railway Corporation

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,General Materials Science,Modeling and Simulation

Reference22 articles.

1. De Jong F.B.P. Overview fatigue phenomenon in orthotropic bridge decks in the Netherlands. Proceedings of Orthotropic Bridge Decks. Sacramento, USA, 2004: 489–512.

2. De Jong FBP, Kolstein MH, Bijlaard FSK. Research project TU Delft; Behavior conventional bridge decks & development of renovation techniques. In: Proceedings of orthotropic bridge decks, Sacramento, USA; 2004. p. 594–615.

3. Hobbacher A. Recommendations for fatigue design of welded joints and components. International Institute of Welding, IIW-1823-07/XIII-2151r4-07/XV-1254r4-07, Paris, France, October; 2008.

4. Sixth edition. AASHTO LRFD Bridge design specifications. American Association of State Highway and Transportation Officials; 2012.

5. Connor Robert, Fisher John, Gatti Walter, Gopalaratnam Vellore, Kozy Brian, Leshko Brian, et al. Manual for design, construction, and maintenance of orthotropic steel deck bridges. Report no. FHWA-IF-12-027. Washington, D.C. (USA): Federal Highway Administration; 2012.

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