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Thermal Analysis and Prediction Methods for Temperature Distribution of Slab Track Using Meteorological Data.
Qiangqiang Zhang1, Gonglian Dai1, Yu Tang2
1School of Civil Engineering, Central South University, Changsha 410083, China.
Sensors (Basel, Switzerland)
|September 9, 2022
Summary
Solar radiation significantly impacts high-speed railway concrete slab track temperature, causing deformation. This study develops a method to predict track temperature distribution using meteorological data like solar radiation.
Area of Science:
- Civil Engineering
- Materials Science
- Environmental Science
Background:
- Structural temperature distribution in concrete slab tracks significantly affects high-speed railway performance.
- Previous research primarily focused on temperature prediction, neglecting environmental influences on temperature distribution.
Purpose of the Study:
- To develop an analytical method for determining and decomposing concrete slab track temperature distribution.
- To investigate the impact of solar radiation and atmospheric temperature on structural temperature.
- To establish a relationship between structural temperature and meteorological parameters.
Main Methods:
- Integral transformation method for analytical temperature determination.
- Decomposition of temperature distribution into initial and boundary components.
- Field temperature test on a half-scaled concrete slab track specimen for validation.
Main Results:
- Solar radiation is a major driver of nonlinear temperature distribution in slab tracks.
- Atmospheric temperature has a minimal effect on the overall temperature distribution.
- Atmospheric temperature contributes only about 5% to slab surface temperature changes under hot weather conditions.
Conclusions:
- The developed analytical method accurately predicts concrete slab track temperature distribution.
- Meteorological parameters, particularly solar radiation, are key predictors of structural temperature.
- This research provides a foundation for understanding and mitigating temperature-induced deformations in high-speed railway infrastructure.
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