Numerical analysis on the time-varying temperature field distribution patterns of ballastless track steel-concrete composite box girders at ambient temperature based on field measurements
Open Access
- 25 May 2021
- journal article
- research article
- Published by Springer Science and Business Media LLC in Advances in Bridge Engineering
- Vol. 2 (1), 1-16
- https://doi.org/10.1186/s43251-021-00043-w
Abstract
To analyze the time-varying temperature field distribution pattern of ballastless track steel-concrete composite box girders for a high-speed railway at ambient temperature, a numerical model for analyzing the time-varying temperature field of steel-concrete composite box girders was established based on the long-term monitoring data for the internal and external environments of the main girder of the Ganjiang Bridge on the Nanchang-Ganzhou high-speed railway. The influence of factors such as the deck pavement and the ambient wind speed on the time-varying temperature field of the steel-concrete composite box girders were considered. The results showed that there was a significant difference in the vertical temperature gradient patterns on sections at the side web and at the middle web at the same moment in time due to the hindering effect of the track board on the heat exchange between the ambient temperature and the main girder. Increasing the wind speed accelerated the rate of heat exchange between the main girder surface and the environment. In particular, when the internal temperature of the girder was higher than the ambient temperature, the higher the wind speed was, the larger the temperature gradient was. This study lays a foundation for accurate analysis of the structural response of ballastless track steel-concrete composite girder bridges at ambient temperature.Keywords
Funding Information
- Postdoctoral Research Foundation of China (2020M672460)
This publication has 14 references indexed in Scilit:
- Temperature Records in Concrete Box-Girder Segment Subjected to Solar Radiation and Air Temperature ChangesIOP Conference Series: Materials Science and Engineering, 2020
- Bridge Temperature Profiles Revisited: Thermal Analyses Based on Recent Meteorological Data from NevadaJournal of Bridge Engineering, 2020
- Long-term field test of temperature gradients on the composite girder of a long-span cable-stayed bridgeAdvances in Structural Engineering, 2019
- Experimental and finite element investigation of temperature distributions in concrete-encased steel girdersStructural Control and Health Monitoring, 2017
- Experimental analysis of temperature gradients in concrete box-girdersConstruction and Building Materials, 2016
- Estimating extreme values of thermal gradients in concrete structuresMaterials and Structures, 2011
- The effects of temperature variations on the long-term behaviour of composite steel–concrete beamsEngineering Structures, 2009
- Thermal behaviour of composite box-girder bridgesProceedings of the Institution of Civil Engineers - Structures and Buildings, 2000
- Temperature Distribution in Composite BridgesJournal of Structural Engineering, 1987
- Thermal Stresses in Steel–Concrete Composite BridgesCanadian Journal of Civil Engineering, 1975