Some issues on temperature model of box girder in HSR

G. L. Dai, Y. Tang, Yohchia F. Chen, J. B. Liang, L. H. Yang

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Solar radiation and ambient temperature will cause deformation in a high-speed rail (HSR) bridge. Such deformation has significant effects on the structural safety and ride comfort. Based on two years' monitoring data of girder-track system on a HSR line, temperature fields for the girder and track slab could be established. Then, by using the probability statistic model asociated with the extreme value theory and an time-series analytical method, the temperature time-dependent law for the struture was studied. The study results show that the distribution of transverse temperatures on the box girder is different between the construction stage and the operation stage, due to the differential track slab's shielding effects. The temperature distribution characteristics of the box girder in different stages were obtained and different temperature calculation models were proposed. In addition, based on the annual temperature data, the temperature could be separated into uniform temperature and fluctuating temperature and the relationship between structure and shade air uniform temperatures was thus established. The concluding results may serve as a basis for the deformation control of a girder-track system.

Original languageEnglish (US)
Title of host publicationSHMII 2017 - 8th International Conference on Structural Health Monitoring of Intelligent Infrastructure, Proceedings
EditorsSaeed Mahini, Saeed Mahini, Tommy Chan
PublisherInternational Society for Structural Health Monitoring of Intelligent Infrastructure, ISHMII
Pages1475-1484
Number of pages10
ISBN (Electronic)9781925553055
StatePublished - Jan 1 2017
Event8th International Conference on Structural Health Monitoring of Intelligent Infrastructure, SHMII 2017 - Brisbane, Australia
Duration: Dec 5 2017Dec 8 2017

Publication series

NameSHMII 2017 - 8th International Conference on Structural Health Monitoring of Intelligent Infrastructure, Proceedings

Other

Other8th International Conference on Structural Health Monitoring of Intelligent Infrastructure, SHMII 2017
CountryAustralia
CityBrisbane
Period12/5/1712/8/17

Fingerprint

Rails
Temperature
Railroad tracks
Temperature distribution
Solar radiation
Shielding
Time series
Statistics
Monitoring
Air

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Artificial Intelligence
  • Building and Construction

Cite this

Dai, G. L., Tang, Y., Chen, Y. F., Liang, J. B., & Yang, L. H. (2017). Some issues on temperature model of box girder in HSR. In S. Mahini, S. Mahini, & T. Chan (Eds.), SHMII 2017 - 8th International Conference on Structural Health Monitoring of Intelligent Infrastructure, Proceedings (pp. 1475-1484). (SHMII 2017 - 8th International Conference on Structural Health Monitoring of Intelligent Infrastructure, Proceedings). International Society for Structural Health Monitoring of Intelligent Infrastructure, ISHMII.
Dai, G. L. ; Tang, Y. ; Chen, Yohchia F. ; Liang, J. B. ; Yang, L. H. / Some issues on temperature model of box girder in HSR. SHMII 2017 - 8th International Conference on Structural Health Monitoring of Intelligent Infrastructure, Proceedings. editor / Saeed Mahini ; Saeed Mahini ; Tommy Chan. International Society for Structural Health Monitoring of Intelligent Infrastructure, ISHMII, 2017. pp. 1475-1484 (SHMII 2017 - 8th International Conference on Structural Health Monitoring of Intelligent Infrastructure, Proceedings).
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abstract = "Solar radiation and ambient temperature will cause deformation in a high-speed rail (HSR) bridge. Such deformation has significant effects on the structural safety and ride comfort. Based on two years' monitoring data of girder-track system on a HSR line, temperature fields for the girder and track slab could be established. Then, by using the probability statistic model asociated with the extreme value theory and an time-series analytical method, the temperature time-dependent law for the struture was studied. The study results show that the distribution of transverse temperatures on the box girder is different between the construction stage and the operation stage, due to the differential track slab's shielding effects. The temperature distribution characteristics of the box girder in different stages were obtained and different temperature calculation models were proposed. In addition, based on the annual temperature data, the temperature could be separated into uniform temperature and fluctuating temperature and the relationship between structure and shade air uniform temperatures was thus established. The concluding results may serve as a basis for the deformation control of a girder-track system.",
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Dai, GL, Tang, Y, Chen, YF, Liang, JB & Yang, LH 2017, Some issues on temperature model of box girder in HSR. in S Mahini, S Mahini & T Chan (eds), SHMII 2017 - 8th International Conference on Structural Health Monitoring of Intelligent Infrastructure, Proceedings. SHMII 2017 - 8th International Conference on Structural Health Monitoring of Intelligent Infrastructure, Proceedings, International Society for Structural Health Monitoring of Intelligent Infrastructure, ISHMII, pp. 1475-1484, 8th International Conference on Structural Health Monitoring of Intelligent Infrastructure, SHMII 2017, Brisbane, Australia, 12/5/17.

Some issues on temperature model of box girder in HSR. / Dai, G. L.; Tang, Y.; Chen, Yohchia F.; Liang, J. B.; Yang, L. H.

SHMII 2017 - 8th International Conference on Structural Health Monitoring of Intelligent Infrastructure, Proceedings. ed. / Saeed Mahini; Saeed Mahini; Tommy Chan. International Society for Structural Health Monitoring of Intelligent Infrastructure, ISHMII, 2017. p. 1475-1484 (SHMII 2017 - 8th International Conference on Structural Health Monitoring of Intelligent Infrastructure, Proceedings).

Research output: Chapter in Book/Report/Conference proceedingConference contribution

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AB - Solar radiation and ambient temperature will cause deformation in a high-speed rail (HSR) bridge. Such deformation has significant effects on the structural safety and ride comfort. Based on two years' monitoring data of girder-track system on a HSR line, temperature fields for the girder and track slab could be established. Then, by using the probability statistic model asociated with the extreme value theory and an time-series analytical method, the temperature time-dependent law for the struture was studied. The study results show that the distribution of transverse temperatures on the box girder is different between the construction stage and the operation stage, due to the differential track slab's shielding effects. The temperature distribution characteristics of the box girder in different stages were obtained and different temperature calculation models were proposed. In addition, based on the annual temperature data, the temperature could be separated into uniform temperature and fluctuating temperature and the relationship between structure and shade air uniform temperatures was thus established. The concluding results may serve as a basis for the deformation control of a girder-track system.

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Dai GL, Tang Y, Chen YF, Liang JB, Yang LH. Some issues on temperature model of box girder in HSR. In Mahini S, Mahini S, Chan T, editors, SHMII 2017 - 8th International Conference on Structural Health Monitoring of Intelligent Infrastructure, Proceedings. International Society for Structural Health Monitoring of Intelligent Infrastructure, ISHMII. 2017. p. 1475-1484. (SHMII 2017 - 8th International Conference on Structural Health Monitoring of Intelligent Infrastructure, Proceedings).