Experimental Study on the Construction Stages of an RC Closure Pour in Bridge Widening
Publication: Journal of Bridge Engineering
Volume 22, Issue 12
Abstract
Bridge widening is commonly required in congested bridges. During construction, one or two lanes on the old bridge remain open; the vehicle traffic generates vibrations affecting the early age concrete of the closure pour, which may induce a negative effect on the durability of the bridge, i.e., initial crack in the closure pour. To quantitatively evaluate the mechanical performance of closure pours under vibration load, this paper examined three construction schemes for closure pours in bridge-widening projects. An equivalent full-scale segment model was designed to test the three schemes, including vibration tests and static tests. In the vibration tests, the setting time, the development of deflection, strain, and cracking of the closure pour during the construction period were obtained. Adding I-shaped steel beams to restrain the movement of the old and new bridges significantly improved the performance of the closure slab. In the static test, the final load-carrying capacity, damage, and failure modes were investigated. The slabs poured with the restraining steel beams showed superior crack resistance performance. The peak load-carrying capacity of the closure pour was about 50 times the maximum expected load, demonstrating the satisfactory load-carrying capacity of the closure pour.
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Acknowledgments
The authors are grateful to Zengshun Tian of Beijing Jiaotong University. The present investigation was performed under the support of the Zhejiang Provincial Department of Transportation Science and Technology Project under Grant No. 2014H27, the Natural Science Foundation of China under Grant No. 51378292, and the Fundamental Research Funds for the Central Universities under Grant No. 2682017CX002.
References
Au, F. T. K., Cheng, Y. S., and Cheung, Y. K. (2001). “Vibration analysis of bridges under moving vehicles and trains: An overview.” Prog. Struct. Mater. Eng., 3(3), 299–304.
Dunham, M., Rush, A., and Hanson, J. (2007). “Effects of induced vibrations on early age concrete.” J. Perform. Constr. Facil., 179–184.
Furr, H. L., and Fouad, F. H. (1982). “Effect of moving traffic on fresh concrete during bridge-deck widening.” Transportation Research Record, 860, 28–36.
Lee, U. (2000). “Vibration analysis of one-dimensional structures using the spectral transfer matrix method.” Eng. Struct., 22(6), 681–690.
Lou, P. (2005). “A vehicle-track-bridge interaction element considering vehicle’s pitching effect.” Finite Elem. Anal. Des., 41(4), 397–427.
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© 2017 American Society of Civil Engineers.
History
Received: Nov 29, 2016
Accepted: Jul 7, 2017
Published online: Oct 6, 2017
Published in print: Dec 1, 2017
Discussion open until: Mar 6, 2018
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