Behavior and Fatigue Performance of Details in an Orthotropic Steel Bridge with UHPC-Deck Plate Composite System under In-Service Traffic Flows
Publication: Journal of Bridge Engineering
Volume 23, Issue 3
Abstract
Using field monitoring and finite-element analysis (FEA), this paper presents the results of an investigation on stress behavior and fatigue life estimation of fatigue-prone details on an orthotropic steel deck (OSD) with the ultrahigh-performance concrete (UHPC)-deck plate composite system. The work was performed on the Fochen West Bridge in southern China, a three-span-continuous OSD girder structure with a UHPC-deck plate composite system. The results of the study showed that welded details connected to the deck plate experienced one stress cycle for each passing individual axle, while other details away from the deck plate experienced one stress cycle for each passing axle group. Due to the significant contribution of the UHPC-deck plate composite system to deck stiffness, welded details connected to the deck plate experienced low stress ranges under direct wheel loads. However, local load effects under concentrated wheel loading still existed, and the magnitudes of stresses at fatigue-prone details were sensitive to the transverse position of individual wheel loads. Comparisons between FEA and field measurements indicated that the AASHTO fatigue truck may have underestimated stress ranges for fatigue evaluation of this bridge. The study concluded that all fatigue-susceptible details investigated on the Fochen West Bridge had sufficient resistance against fatigue cracking under the current traffic flows per AASHTO fatigue provisions. Finally, suggested guidance for the design of OSD with the UHPC-deck plate composite system was provided.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
Financial support for this study was provided by Major State Basic Research Development Program of China (973 Program) (2015CB057701, 2015CB057702), and Hunan Transportation Science Funding Project (201522), to which the writers gratefully appreciate.
References
AASHTO. (2012). AASHTO LRFD bridge design specification, 6th Ed., Washington DC.
Cao, J., Shao, X., Zhang, Z., and Zhao, H. (2016). “Retrofit of an orthotropic steel deck with compact reinforced reactive powder concrete.” Struct. Infrastruct. Eng, 12(3), 411–429.
Connor, R. (2004). “Influence of cutout geometry on stresses at welded rib-to-diaphragm connections in steel orthotropic bridge decks.” J. Trans. Res. Board, 1892(1), 78–87.
Connor, R. J., and Fisher, J. W. (2001). “Results of field measurements on the Williamsburg Bridge orthotropic deck—Final report.” ATLSS Rep. No. 01-01, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA.
Connor, R. J., and Fisher, J. W. (2004). “Results of field measurements made on the prototype orthotropic deck on the Bronx-Whitestone Bridge-New York City.” ATLSS Rep. No. 04-03, Center for Advanced Technology for Large Structural Systems, Lehigh Univ., Bethlehem, PA.
Ding, N., and Shao, X. D. (2015). “Study on fatigue performance of light-weighted composite bridge deck.” China Civ. Eng. J., 48(1), 74–81 (in Chinese).
Downing, S. D., and Socie, D. F. (1982). “Simple rainflow counting algorithms.” Int. J. of Fatigue, 4(1), 31–40.
FHWA (Federal Highway Administration). (2012). “U.S. Department of Transportation manual for design, construction, and maintenance of orthotropic steel deck bridges.” Washington, DC.
Hobbacher, A. (2008). Recommendations for fatigue design of welded joints and component (XIII-2151r4-07/XV-1254r4-07), International Institute of Welding, Paris.
de Jong, F. B. P. (2004). “Overview fatigue phenomenon in orthotropic bridge decks in the Netherlands.” Proc., 1st Int. Orthotropic Bridge Conf., ASCE, Reston, VA, 489–512.
de Jong, F. B. P. (2007). “Renovation techniques for fatigue cracked orthotropic steel bridge decks.” Ph.D. dissertation, Delft Univ. of Technology, Delft, Netherlands.
Kolstein, M. H. (2007). “Fatigue classification of welded joints in orthotropic steel bridge decks.” Ph.D. dissertation. Delft Univ. of Technology, Netherlands.
Miner, M. A. (1945). “Cumulative damage in fatigue.” J. Appl. Mech., 12(3), A159–A164.
Moses, F., Schilling, C. G., and Raju, K. S. (1987). “Fatigue evaluation procedures for steel bridges.” NCHRP Rep. 299, National Cooperative Highway Research Program, Washington, DC.
Shao, X., Yi, D, Huang, Z., and Zhao, H. (2013). “Basic performance of the composite deck system composed of orthotropic steel deck and ultrathin RPC layer.” J. Bridge Eng., 417–428.
Tsakopoulos, P. A., and Fisher, J. W. (1999). “Williamsburg Bridge replacement orthotropic deck as-built full-scale fatigue test: Final rep. on phase 2b.” ATLSS Rep. No. 99-02, ATLSS, Bethlehem, PA.
Wolchuk, R. (1992). “Lessons from weld cracks in orthotropic decks on three European bridges.” J. Struct. Eng., 75–84.
Xiao, Z.-G., Yamada, K., Ya, S., and Zhao, X.-L. (2008). “Stress analyses and fatigue evaluation of rib-to-deck joints in steel orthotropic decks.” Int. J. Fatigue, 30(8), 1387–1397.
Zhang, S. H., Shao, X. D., Cao, J. H., Cui, J. F., and Hu, J. H. (2016). “Fatigue performance of a lightweight composite bridge deck with open ribs.” J. Bridge Eng., 04016039.
Zhou, Y. E., Beecher, J. B., Guzda, M. R., and Cunningham, D. R., II. (2015). “Investigation and retrofit of distortion-induced fatigue cracks in a double-deck cantilever-suspended steel truss bridge.” J. Struct. Eng., D4014011.
Zhu, Z.-W., Huang, Y., Xiang, Z., and Mai, P. (2017). “Fatigue performance of floor beam cutout detail of orthotropic steel bridge on heavy freight transportation highway.” China J. Highway Transp., 30(3), 104–112.
Information & Authors
Information
Published In
Copyright
© 2017 American Society of Civil Engineers.
History
Received: Nov 3, 2016
Accepted: Jul 24, 2017
Published online: Dec 19, 2017
Published in print: Mar 1, 2018
Discussion open until: May 19, 2018
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.