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Study of temperature field in large-span steel structure under radiation-thermal-fluid coupling

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Języki publikacji
EN
Abstrakty
EN
The non-uniformity of temperature field distribution of long-span steel structure is proportional to the intensity of solar radiation. Based on the background of Guangzhou Baiyun Station large-span complex steel roof structure, this paper studies the non-uniform temperature field distribution of large-span steel structure under the Summer Solstice daily radiation-thermal-fluid coupling action based on Star-ccm+ finite element software, and uses Spa2000 software to analyze the stress and deformation of steel roof under temperature action. Combined with the on-site temperature monitoring, the maximum difference with the measured value is 2.5°C compared with the numerical simulation results, which verifies the validity of the finite element simulation. The results show that: from 8:00, with the increase of solar altitude angle, the intensity of solar radiation increases, the temperature rises, and the temperature distribution of large-span steel structure becomes more and more non-uniform. From14:00 to18:00, the solar radiation weakens, and the temperature distribution tends to be uniform. Finally, reasonable construction suggestions and measures are proposed to reduce the adverse effects of temperature effects, which can provide theoretical references for the safe construction and normal operation of large-span steel structures located in the subtropics.
Rocznik
Strony
661--674
Opis fizyczny
Bibliogr. 13 poz., il., tab.
Twórcy
  • Station Construction Command, China Railway Guangzhou Group Co., Ltd., Guangdong, China
Bibliografia
  • [1] D.S. Chen, W.C. Xu, H.L. Qian, et al., “Effects of non-uniform temperature on closure construction of spatial truss structure”, Journal of Building Engineering, vol. 32, art. no. 101532, 2020, DOI: 10.1016/j.jobe.2020.101532.
  • [2] P. Woźniczka, “Fire Resistance Assessment of the Long-Span Steel Truss Girder”, Archives of Civil Engineering, vol. 66, no. 2, pp. 63-75, 2020, DOI: 10.24425/ace.2020.131796.
  • [3] G. Flint, A. Usmani, S. Lamont, et al., “Effect of fire on composite long span truss floor systems”, Journal of Constructional Steel Research, vol. 62, no. 4, pp. 303-315, 2006, DOI: 10.1016/j.jcsr.2005.08.002.
  • [4] R.K. Janardhan, et al., “Coupled CFD-FE analysis of a long-span truss beam exposed to spreading fires”, Engineering Structures, vol. 259, art. no. 114150, 2022, DOI: 10.1016/j.engstruct.2022.114150.
  • [5] L. Lausova, I. Skotnicova, V. Michalcova, et al., “Effect of non-uniform temperature distribution over the cross-section in steel frame structure”, Applied Mechanics and Materials, vol. 769, pp. 65-68, 2015, DOI: 10.4028/www.scientific.net/AMM.769.65.
  • [6] H. B. Liu, W. X. Liao, Z. H. Chen, et al., “Thermal behavior of spatial structures under solar irradiation”, Applied Thermal Engineering, vol. 87, pp. 328-335, 2015, DOI: 10.1016/j.applthermaleng.2015.04.079.
  • [7] W.C. Xu, D.S. Chen, H.L. Qian, W. Chen, “Non-uniform temperature field and effects of large-span spatial truss structure under construction: Field monitoring and numerical analysis”, Structures, vol. 29, pp. 416-426, 2021, DOI: 10.1016/j.istruc.2020.11.014.
  • [8] J. Liu, Y.S. Liu and G. Li, et al., “Temperature stress analysis and measures of large-span steel roof structure of National Exhibition and Convention Center in Shanghai”, Building Structure, vol. 50, pp. 40-45, 2020, DOI: 10.19701/j.jzjg.2020.12.007 (in Chinese).
  • [9] C. Fan, Z. Wang, and J. Tang, “Analysis on temperature field and determination of temperature upon healing of large-span steel structure of the National Stadium”, Journal of Building Structures, vol. 50, pp. 32-40, 2007, DOI: 10.14006/j.jzjgxb.2007.02.004 (in Chinese).
  • [10] B.B. Chen, “Study on Heterogeneous Temperature effect of large span structures under solar radiation”, M.A. thesis, Tianjin University, China, 2014.
  • [11] F.C. Mcquiston, J.D. Parker, Heating, ventilating, and air conditioning. New York, USA: Springer US, 1989.
  • [12] Y. Chen, “Analysis and experimental study on the non-uniform solar temperature effect of steel tube structure”, M.A. thesis, Harbin Institute of Technology, 2016.
  • [13] Y. Sun, Y.J. Guo, “Analysis of temperature-field and stress-field of steel plate concrete composite shear wall in early stage of construction”, Archives of Civil Engineering, vol. 67, no. 1, pp. 351-366, 2021, DOI: 10.24425/ace.2021.136477.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-d30664f9-b391-4138-9259-5b0ef5e53a0c
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