Full Text:   <1832>

Summary:  <445>

CLC number: 

On-line Access: 2024-08-27

Received: 2023-10-17

Revision Accepted: 2024-05-08

Crosschecked: 2022-05-23

Cited: 0

Clicked: 2081

Citations:  Bibtex RefMan EndNote GB/T7714

 ORCID:

Wei-qi ZHENG

https://orcid.org/0000-0001-7550-5968

-   Go to

Article info.
Open peer comments

Journal of Zhejiang University SCIENCE A 2022 Vol.23 No.5 P.375-387

http://doi.org/10.1631/jzus.A2100401


Vertical temperature gradients of concrete box girder caused by solar radiation in Sichuan-Tibet railway


Author(s):  Tao SHI, Xing-wang SHENG, Wei-qi ZHENG, Ping LOU

Affiliation(s):  School of Civil Engineering, Central South University, Changsha 410075, China; more

Corresponding email(s):   wqzheng@csu.edu.cn

Key Words:  Concrete box girder, Solar radiation, Temperature gradient, Sichuan-Tibet railway, Probability statistics


Tao SHI, Xing-wang SHENG, Wei-qi ZHENG, Ping LOU. Vertical temperature gradients of concrete box girder caused by solar radiation in Sichuan-Tibet railway[J]. Journal of Zhejiang University Science A, 2022, 23(5): 375-387.

@article{title="Vertical temperature gradients of concrete box girder caused by solar radiation in Sichuan-Tibet railway",
author="Tao SHI, Xing-wang SHENG, Wei-qi ZHENG, Ping LOU",
journal="Journal of Zhejiang University Science A",
volume="23",
number="5",
pages="375-387",
year="2022",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A2100401"
}

%0 Journal Article
%T Vertical temperature gradients of concrete box girder caused by solar radiation in Sichuan-Tibet railway
%A Tao SHI
%A Xing-wang SHENG
%A Wei-qi ZHENG
%A Ping LOU
%J Journal of Zhejiang University SCIENCE A
%V 23
%N 5
%P 375-387
%@ 1673-565X
%D 2022
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A2100401

TY - JOUR
T1 - Vertical temperature gradients of concrete box girder caused by solar radiation in Sichuan-Tibet railway
A1 - Tao SHI
A1 - Xing-wang SHENG
A1 - Wei-qi ZHENG
A1 - Ping LOU
J0 - Journal of Zhejiang University Science A
VL - 23
IS - 5
SP - 375
EP - 387
%@ 1673-565X
Y1 - 2022
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A2100401


Abstract: 
Spatial and temporal temperature variations are critical for concrete box girders, and non-uniform temperature distributions induced by solar radiation depend on the structural shapes and shadows cast on them. There have been many studies of temperature distributions and temperature gradients of concrete box girders, but few have considered a high altitude plateau climatic environment. In this study, the nonlinear temperature distributions of concrete box girders in the sichuan-Tibet railway caused by solar radiation were investigated based on experimental analysis, real-time shadow-selection algorithm, and finite element method. Furthermore, a vertical temperature gradient model of the concrete box girders was obtained. The vertical temperature gradient values first rise, then decrease, and finally rise again from Chengdu to Lhasa, with samples forming a normal distribution. The recommended vertical temperature gradient value was 25 °C with a confidence interval of 95%. This provides a reference for the design and maintenance of concrete box girders on the sichuan-Tibet railway.

川藏铁路太阳辐射致混凝土箱梁温度梯度统计研究

作者:石涛1,盛兴旺1,郑纬奇1,2,娄平1,3
机构:1中南大学,土木工程学院,中国长沙,410075;2高速铁路建造技术国家工程研究中心,中国长沙,410075;3重载铁路工程结构教育部重点实验室,中国长沙,410075
目的:1.分析川藏铁路沿线不同地理区域混凝土箱梁的温度梯度变化规律;2.确定川藏铁路混凝土箱梁的温度梯度建议值。
创新点:1.基于川藏铁路加查2号桥现场试验,分析了太阳辐射作用下箱梁时变温度场特征,并基于有限元日照仿真模型成功地模拟了试验结果;2.提出了川藏铁路混凝土箱梁的竖向温度梯度模式,分析了藏铁路沿线不同地理区域混凝土箱梁的温度梯度值变化规律;3.基于一定的置信区间,给出了川藏铁路混凝土箱梁温度梯度建议值,并与现行公铁路桥梁设计规范进行了对比分析。
方法:1.运用计算机图形学、太阳能工程学、有限元和传热学,开发太阳辐射作用下混凝土箱梁时变温度场分析模型;2.基于川藏铁路加查2号桥现场试验,分析混凝土箱梁时变温度场特征并验证所开发模型准确性;3.基于概率统计模型,给出一定置信区间下川藏铁路混凝土箱梁温度梯度建议值。
结论:1.基于现场试验和有限元仿真,所开发的太阳辐射时变作用分析模型能准确模拟箱梁不均匀温度分布特征。2.川藏铁路自成都至拉萨,混凝土箱梁竖向温度梯度值整体呈先上升,再下降,最后再上升的趋势;温度梯度统计样本服从均值23.36oC和方差0.84的正态分布。3.川藏铁路混凝土箱梁95%置信区间下的竖向温度梯度建议值为25oC,为川藏铁路混凝土箱梁的设计和养护提供了参考。

关键词:混凝土箱梁;太阳辐射;温度梯度;川藏铁路;概率统计

Darkslateblue:Affiliate; Royal Blue:Author; Turquoise:Article

Reference

[1]AbidSR, TayşiN, ÖzakçaM, 2016. Experimental analysis of temperature gradients in concrete box-girders. Construction and Building Materials, 106:523-532.

[2]AbidSR, MussaF, TayşiN, et al., 2018. Experimental and finite element investigation of temperature distributions in concrete-encased steel girders. Structural Control and Health Monitoring, 25(1):e2042.

[3]BourgesB, 1985. Improvement in solar declination computation. Solar Energy, 35(4):367-369.

[4]ChenB, SunYZ, WangGJ, et al., 2014. Assessment on time-varying thermal loading of engineering structures based on a new solar radiation model. Mathematical Problems in Engineering, 2014:639867.

[5]DilgerWH, GhaliA, ChanM, et al., 1983. Temperature stresses in composite box girder bridges. Journal of Structural Engineering, 109(6):1460-1478.

[6]DuffieJA, BeckmanWA, 1991. Solar Energy of Thermal Process, 2nd Edition. John Wiley & Sons, New York, USA.

[7]HanuszZ, TarasińskaJ, 2015. Normalization of the Kolmogorov-Smirnov and Shapiro-Wilk tests of normality. Biometrical Letters, 52(2):85-93.

[8]KimSH, ChoKI, WonJH, et al., 2009. A study on thermal behaviour of curved steel box girder bridges considering solar radiation. Archives of Civil and Mechanical Engineering, 9(3):59-76.

[9]LiuJ, LiuYJ, ZhangGJ, et al., 2020a. Prediction formula for temperature gradient of concrete-filled steel tubular member with an arbitrary inclination. Journal of Bridge Engineering, 25(10):04020076.

[10]LiuJ, LiuYJ, BaiYX, et al., 2020b. Regional variation and zoning of temperature gradient pattern of concrete box girder. China Journal of Highway and Transport, 33(3):73-84 (in Chinese).

[11]LouP, ZhuJP, DaiGL, et al., 2018. Experimental study on bridge-track system temperature actions for Chinese high-speed railway. Archives of Civil and Mechanical Engineering, 18(2):451-464.

[12]LuCF, CaiCX, 2019. Challenges and countermeasures for construction safety during the Sichuan-Tibet railway project. Engineering, 5(5):833-838.

[13]MaWQ, MaYM, SuB, 2011. Feasibility of retrieving land surface heat fluxes from ASTER data using SEBS: a case study from the Namco area of the Tibetan plateau. Arctic, Antarctic, and Alpine Research, 43(2):239-245.

[14]MengQL, ZhuJS, 2018. Fine temperature effect analysis-based time-varying dynamic properties evaluation of long-span suspension bridges in natural environments. Journal of Bridge Engineering, 23(10):04018075.

[15]MOT (Ministry of Transport of the People’s Republic of China), 2015. General Specifications for Design of Highway Bridges and Culverts, JTG D60-2015. MOT, Beijing, China(in Chinese).

[16]NiuFJ, XuJ, LinZJ, et al., 2008. Permafrost characteristics of the Qinghai-Tibet plateau and methods of roadbed construction of railway. Acta Geologica Sinica, 82(5):949-958.

[17]NMIC (National Meteorological Information Center), 2021. Daily Meteorological Dataset of Basic Meteorological Elements of China National Surface Weather Station (V3.0). NMIC, Beijing, China(in Chinese).

[18]NRA (National Railway Administration of the People‍‍’‍‍‍s Republic of China), 2017. Code for Design of Concrete Structures of Railway Bridge and Culvert, TB 10092-201NRA, Beijing, China(in Chinese).

[19]RazaliNM, WahYB, 2011. Power comparisons of Shapiro-Wilk, Kolmogorov-Smirnov, Lilliefors and Anderson-Darling tests. Journal of Statistical Modeling and Analytics, 2(1):21-33.

[20]RoystonP, 1992. Approximating the Shapiro-Wilk W-test for non-normality. Statistics and Computing, 2(3):117-119.

[21]ShengXW, ZhengWQ, ZhuZH, et al., 2019. Solar radiation time-varying temperature field and temperature effect on small radius curved rigid frame box girder bridge. Journal of Traffic and Transportation Engineering, 19(4):24-34 (in Chinese).

[22]ShengXW, YangY, ZhengWQ, et al., 2020a. Study on the time-varying temperature field of small radius curved concrete box girder bridges. AIP Advances, 10(10):105013.

[23]ShengXW, ZhengYH, ZhengWQ, et al., 2020b. Vertical temperature gradient model of concrete box girders based on real-time shadow technology. Journal of South China University of Technology (Natural Science Edition), 48(10):40-47 (in Chinese).

[24]SongL, LiuHB, CuiCX, et al., 2020. Thermal deformation and interfacial separation of a CRTS II slab ballastless track multilayer structure used in high-speed railways based on meteorological data. Construction and Building Materials, 237:117528.

[25]SongZW, XiaoJZ, ShenLM, 2012. On temperature gradients in high-performance concrete box girder under solar radiation. Advances in Structural Engineering, 15(3):399-415.

[26]TanWD, GanFF, ChangTC, 2004. Using normal quantile plot to select an appropriate transformation to achieve normality. Computational Statistics & Data Analysis, 45(3):609-619.

[27]TayşiN, AbidS, 2015. Temperature distributions and variations in concrete box-girder bridges: experimental and finite element parametric studies. Advances in Structural Engineering, 18(4):469-486.

[28]TongM, ThamLG, AuFTK, 2002. Extreme thermal loading on steel bridges in tropical region. Journal of Bridge Engineering, 7(6):357-366.

[29]WangLM, 2013. Research on Thermal Diffusion Process of Asphlat Paving and Mix Improvement at Low Temperature. PhD Thesis, Harbin Institute of Technology, Harbin, China(in Chinese).

[30]XueYG, KongFM, LiSC, et al., 2021. China starts the world’s hardest “Sky-High Road” project: challenges and countermeasures for Sichuan-Tibet railway. The Innovation, 2(2):‍‍100105.

[31]ZengZP, HuangZB, YinHT, et al., 2018. Influence of track line environment on the temperature field of a double-block ballastless track slab. Advances in Mechanical Engineering, 10(12):‍1-16.

[32]ZhangCY, LiuYJ, LiuJ, et al., 2020. Validation of long-term temperature simulations in a steel-concrete composite girder. Structures, 27:1962-1976.

[33]ZhouGD, YiTH, 2013. Thermal load in large-scale bridges: a state-of-the-art review. International Journal of Distributed Sensor Networks, 9(12):217983.

[34]ZhouGD, YiTH, ChenB, et al., 2015. Analysis of three-dimensional thermal gradients for arch bridge girders using long-term monitoring data. Smart Structures and Systems, 15(2):469-488.

Open peer comments: Debate/Discuss/Question/Opinion

<1>

Please provide your name, email address and a comment





Journal of Zhejiang University-SCIENCE, 38 Zheda Road, Hangzhou 310027, China
Tel: +86-571-87952783; E-mail: cjzhang@zju.edu.cn
Copyright © 2000 - 2024 Journal of Zhejiang University-SCIENCE