Evidence map›Paper›PMID 39138359›Full record

ArticleScientific reports2024

Prediction of uniform temperature effect on rectangular hollow concrete pier based on measured temperature data.

Shunchao Chen, Wenxiang Wu, Jianzhou Yun, Shihua Mao, Yue Yu

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Article in Scientific reports, 2024. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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4 · The record

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5 · Who and what money

Authors and funding

5 authors.

Shunchao ChenSchool of Civil Engineering, Southwest Forestry University, Kunming, 650224, Yunnan, China. 18725041841@163.com.
Wenxiang WuSchool of Civil Engineering, Southwest Forestry University, Kunming, 650224, Yunnan, China. wenxiang@swfu.edu.cn.
Jianzhou YunSchool of Civil Engineering, Southwest Forestry University, Kunming, 650224, Yunnan, China.
Shihua MaoSchool of Civil Engineering, Southwest Forestry University, Kunming, 650224, Yunnan, China.
Yue YuSchool of Civil Engineering, Southwest Forestry University, Kunming, 650224, Yunnan, China.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

In order to accurately and easily predict the variation of the average temperature of the concrete rectangular hollow pier. Firstly, the temperature distribution of the concrete rectangular hollow pier of Changjiahe Special Bridge was observed for 212 days. Then, based on the observation data, the functional relationship between the average concrete hollow pier temperature and the outside air temperature, and the air temperature inside the hollow pier was studied. Finally, based on this functional relationship, a prediction model for the range of variation of the mean temperature of the hollow pier was given and verified. The results of the study show that: the change of external shade temperature can be regarded as the superposition of different cyclic changes and random changes; the change rule of the average temperature of the concrete hollow pier is the same as that of the air temperature, both presenting day-by-day cyclic and step changes; the linear correlation coefficients between the daily maximum and daily minimum average hollow pier temperature and the daily average air temperature are R = 0.980 and R = 0.973, respectively; the daily average air temperature, the daily average air temperature inside the pier and daily average hollow pier temperature are R = 0.980, R = 0.998; the daily variation of the average hollow pier temperature and the daily variation of the air temperature are approximately linear, with a correlation coefficient of R = 0.899; assuming that the average temperature of the concrete hollow pier is a folding change, based on the above relationship, a method of predicting the time-by-time average temperature of the concrete hollow piers is proposed, as well as two methods of predicting the average temperature of the test piers. Average temperature change range method. Comparing the predicted values with the measured values, it is found that the predicted values are in good agreement with the measured values.

Indexed as

Concrete rectangular hollow piersField measured dataTemperature predictionUniform temperature

Identifiers

PMID39138359
PMCPMC11322432

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