DOI QR코드

DOI QR Code

Numerical and experimental investigation on the temperature distribution of steel tubes under solar radiation

  • Liu, Hongbo (Department of Civil Engineering, Tianjin University) ;
  • Chen, Zhihua (Department of Civil Engineering, Tianjin University) ;
  • Zhou, Ting (Department of Civil Engineering, Tianjin University)
  • Received : 2011.01.18
  • Accepted : 2012.08.07
  • Published : 2012.09.25

Abstract

The temperature on steel structures is larger than the ambient air temperature under solar radiation and the temperature distribution on the affected structure is non-uniform and complicated. The steel tube, as a main structural member, has been investigated through experiment and numerical analysis. In this study, the temperature distribution on a properly designed steel tube under solar radiation is measured. A finite element transient thermal analysis method is presented and verified by the experimental results and a series of parametric studies are carried out to investigate the influence of various geometric properties and orientation on the temperature distribution. Furthermore, a simplified approach is proposed to predict the temperature distribution of steel tube. Based on both the experimental and the numerical results, it is concluded that the solar radiation has a significant effect on the temperature distribution of steel tubes. Under the solar radiation, the temperature of steel tubes is about $20.6^{\circ}C$ higher than the ambient air temperature. The temperature distribution of steel tubes is sensitive to the steel solar radiation absorption, steel tube diameter and orientation, but insensitive to the solar radiation reflectance and thickness of steel tube.

Keywords

References

  1. Alinia, M.M. and Kashizadeh, S. (2006), "Effect of flexibility of substructures upon thermal behaviour of spherical double layer space truss domes. Part I: Uniform thermal loading", J. Constr. Steel Res., 62(4), 359-368. https://doi.org/10.1016/j.jcsr.2005.07.008
  2. Alinia, M.M. and Kashizadeh, S. (2006), "Effect of flexibility of substructures upon thermal behaviour of spherical double layer space truss domes. Part II: Gradient & partial loading", J. Constr. Steel Res., 62(7), 675-681. https://doi.org/10.1016/j.jcsr.2005.11.003
  3. Alinia, M.M. and Kashizadeh, S. (2007), "Effects of support positioning on the thermal behaviour of double layer space truss domes", J. Constr. Steel Res., 63(3), 375-382. https://doi.org/10.1016/j.jcsr.2006.05.005
  4. Chen, Z.H., Liu, H.B. and Zhou, T. (2009), Parametric Analysis of Spatial Steel Structures Using APDL Language, China WaterPower Press, Beijing. (in Chinese)
  5. Diefenderfer, B.K., Al-Qadi, I.L. and Diefenderfer, S.D. (2006), "Model to predict pavement temperature profile: development and validation", J. Transp. Eng.-ASCE, 132(2), 162-167. https://doi.org/10.1061/(ASCE)0733-947X(2006)132:2(162)
  6. Fan, Z., Wang, Z. and Tian, J. (2007), "Analysis on temperature field and determination of temperature upon healing of large-span steel structure of the National Stadium", J. Buil. Struct., 28(2), 32-40. (in Chinese)
  7. Huang, Z.F., Tan, K.H. and England, G.L. (2010), "Plastification procedure of laterally-loaded steel bars under a rising temperature", Struct. Eng. Mech., 35(6), 699-715. https://doi.org/10.12989/sem.2010.35.6.699
  8. Jin, F., Chen, Z., Wang, J. and Yang, J. (2010), "Practical procedure for predicting non-uniform temperature on the exposed face of arch dams", Appl. Therm. Eng., 30(14), 2146-2156. https://doi.org/10.1016/j.applthermaleng.2010.05.027
  9. Kim, S.H., Cho, K.I., Won, J.H. and Kim, J.H. (2009), "A study on thermal behavior of curved steel box girder bridges considering solar radiation", Arch. Civil Mech. Eng., 9(3), 59-76. https://doi.org/10.1016/S1644-9665(12)60218-0
  10. Li, J. and Song, A. (1998), "Compare of clear day solar radiation model of Beijing and ASHRAE", J. Capital Normal Univ., 19(1), 35-38. (in Chinese)
  11. McQuiston, F.C., Parker, J.D. and Jeffrey, D. (2005), Spitler. Heating, Ventilating, and Air Conditioning Analysis and Design, John Wiley and Sons, UAS.
  12. Papadopoulos, P.G., Papadopoulou, A.K. and Papaioannou, K.K. (2008), "Simple nonlinear static analysis of steel portal frame with pitched roof exposed to fire", Struct. Eng. Mech., 29(3), 37-53. https://doi.org/10.12989/sem.2008.29.1.037
  13. Tong, M., Tham, L.G. and Au, F.T.K. (2000), "Numerical modelling for temperature distribution in steel bridges", Comput. Struct., 79(6), 583-593.
  14. Tong, M., Tham, L.G. and Au, F.T.K. (2002), "Extreme thermal loading on steel bridges in tropical region", J. Bridge Eng., 7(6), 357-366. https://doi.org/10.1061/(ASCE)1084-0702(2002)7:6(357)
  15. Xu, Y.L., Chen, B., Ng, C.L., Wong, K.Y. and Chan, W.Y. (2010), "Monitoring temperature effect on a long suspension bridge", Struct .Control Hlth., 17(6), 632-653.

Cited by

  1. Thermal behavior of spatial structures under solar irradiation vol.87, 2015, https://doi.org/10.1016/j.applthermaleng.2015.04.079
  2. Studies on the temperature distribution of steel plates with different paints under solar radiation vol.71, pp.1, 2014, https://doi.org/10.1016/j.applthermaleng.2014.06.031
  3. Temperature variation in steel beams subjected to thermal loads vol.34, pp.6, 2020, https://doi.org/10.12989/scs.2020.34.6.819
  4. Non-Uniform Temperature Fields and Effects of Steel Structures: Review and Outlook vol.10, pp.15, 2012, https://doi.org/10.3390/app10155255
  5. Geometrical Parametric Study on Steel Beams Exposed to Solar Radiation vol.11, pp.19, 2021, https://doi.org/10.3390/app11199198