Temperature Monitoring and Response of Deck-Extension Side-by-Side Box Girder Bridges
This article has been corrected.
VIEW CORRECTIONPublication: Journal of Performance of Constructed Facilities
Volume 34, Issue 2
Abstract
To enhance the durability of side-by-side box girder bridges, a common source of maintenance issues can be eliminated using the jointless bridge concept. Accurate estimation of the average effective bridge temperature range is a key issue. A deck-extension bridge containing side-by-side box girders was chosen as case study. The temperature distribution on the bridge cross section and the longitudinal thermal movement of the superstructure were monitored. Finite-element models of the bridge superstructure were developed, which indicated close agreement with measured temperature responses. The average effective temperature of girder cross sections could accurately predict the longitudinal thermal movement of the superstructure. The highest and lowest average effective bridge temperatures for side-by-side box girders were estimated for 12 cities in 4 climatic regions in China under historically extreme temperature conditions. For most cities, the difference between the highest and lowest average effective bridge temperatures exceeded the design temperature range. The Chinese-code design procedures may overestimate the allowable length of deck-extension bridges, because the code underpredicts the change in the average effective bridge temperature.
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Acknowledgments
This research was supported by the National Natural Science Foundation of China (Grant Nos. 51508103, 51778148, and 51578161) and the Recruitment Program of Global Experts Foundation (TM2012-27). The authors also acknowledge the help of the Zhangzhou Municipal Highway Bureau (Zhangzhou, China).
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©2019 American Society of Civil Engineers.
History
Received: Jan 6, 2019
Accepted: Jul 23, 2019
Published online: Dec 27, 2019
Published in print: Apr 1, 2020
Discussion open until: May 27, 2020
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