Steel and Composite Structures

  • 제20권4호
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  • Pages.813-832
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  • 2016
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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Experimental and finite element parametric investigations of the thermal behavior of CBGB

  • Numan, Hesham A. (Department of Civil Engineering, University of Gaziantep) ;
  • Taysi, Nildim (Department of Civil Engineering, University of Gaziantep) ;
  • Ozakca, Mustafa (Department of Civil Engineering, University of Gaziantep)
  • 투고 : 2015.11.23
  • 심사 : 2015.12.11
  • 발행 : 2016.03.20
⟨ 이전 논문 다음 논문 ⟩

초록

This research deals with the behavior of Composite Box Girder Bridges (CBGBs) subjected to environmental effects such as solar radiation, atmospheric temperature, and wind speed. It is based on temperature and thermal stress results, which were recorded hourly from a full-scale experimental CBGB segment and Finite Element (FE) thermal analysis. The Hemi-cube method was adopted to achieve the accuracy in temperature distributions and variations in a composition system during the daily environmental variations. Analytical findings were compared with the experimental measurements, and a good agreement was found. On the other hand, parametric investigations are carried out to investigate the effect of the cross-section geometry and orientation of the longitudinal axis of CBGB on the thermal response and stress distributions. Based upon individual parametric investigations, some remarks related to the thermal loading parameters were submitted. Additionally, some observations about the CBGB configurations were identified, which must be taken into account in the design process. Finally, this research indicates that the design temperature distribution with a uniform differential between the concrete slab and the steel girder is inappropriate for describing the thermal impacts in design objective.

키워드

참고문헌

  1. Barber, E.S. (1957), "Calculation of maximum pavement temperatures from weather reports", Highway Research Board Bulletin, 168, 1-8.
  2. Berwanger, C. (1970), "Thermal stresses in composite bridges", Proceedings of ASCE Specialty Conference on Steel Structures, Engineering Extension Series, University of Missouri-Columbia; Columbia, MO, USA, June.
  3. Berwanger, C. (1983), "Transient thermal behavior of composite bridges", J. Struct. Eng., ASCE, 109(10), 2325-2339. https://doi.org/10.1061/(ASCE)0733-9445(1983)109:10(2325)
  4. Berwanger, C. and Symko, Y. (1975), "Thermal stresses in steel-concrete composite bridges", Can. J. Civ. Eng., 2(1), 66-84. https://doi.org/10.1139/l75-007
  5. Cao, Y., Yim, J., Zhao, Y. and Wang, M.L. (2011), "Temperature effects on cable stayed bridge using health monitoring system: a case study", Struct. Ctr. Hlth., 10(5), 523-537.
  6. Chang, J.B.J. and Robertson, I.N. (2003), "Computer modeling of the proposed Kealakaha stream bridge", Research Report; UHM/CEE/03-03, University of Hawaii System, HI, USA.
  7. Dilger, W.H., Ghali, A., Cheung, M.S. and Maes, M.A. (1983), "Temperature stresses in composite box girder bridges", J. Struct. Eng., ASCE, 109(6), 1460-1478. https://doi.org/10.1061/(ASCE)0733-9445(1983)109:6(1460)
  8. Emanuel, J.H. and Hulsey, J.L. (1978), "Temperature distributions in composite bridges," J. Struct. Div., 104(1), 65-78.
  9. Fu, H.C., Ng, S.F. and Cheung, M.S. (1990), "Thermal behavior of composite bridges", J. Struct. Eng., 116(12), 3302-3323. https://doi.org/10.1061/(ASCE)0733-9445(1990)116:12(3302)
  10. Im, C.K. and Chang, S.P. (2004), "Estimating extreme thermal loads in composite bridge using long-term measured data", Int. J. St. Structs., 4(1), 25-31.
  11. Kehlbeck, F. (1975), "Effect of solar radiation on bridge structures", Hannover Technological University; Verlag-Press, Dusseldorf, DUS, Germany.
  12. Kennedy, J.B. and Soliman, M.H. (1987), "Temperature distribution in composite bridges", J. Struct. Eng., 113(3), 475-482. https://doi.org/10.1061/(ASCE)0733-9445(1987)113:3(475)
  13. 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. Civ. Mech. Eng., 9(3), 59-76. https://doi.org/10.1016/S1644-9665(12)60218-0
  14. Larsson, O. and Karoumi, R. (2011), "Modelling of climatic thermal actions in hollow concrete box crosssections", Struct. Eng. Int., 21(1), 74-79. https://doi.org/10.2749/101686611X12910257102550
  15. Massicotte, B., Picard, A., Gaumond, Y. and Ouellet, C. (1994), "Strengthening of a long span prestressed segmental box girder birdge", PCI. J., 39(3), 52-65. https://doi.org/10.15554/pcij.05011994.52.65
  16. Moorty, S. and Roeder, C.W. (1992), "Temperature-dependent bridge movements", J. Struct. Eng., 118(4), 1090-1105. https://doi.org/10.1061/(ASCE)0733-9445(1992)118:4(1090)
  17. Narouka, M., Hirai, I. and Yamaguti, T. (1957), "The measurement of the temperature of the interior of the reinforced concrete slab of the Shigita Bridge and presumption of thermal stress", Proceedings of the Symposium on the Stress Measurements for Bridge and Structures, Japan Society for the Promotion of Science, Tokyo, Japan, December.
  18. Ni, Y.Q., Hua, X.G., Wong, K.Y. and Ko, J.M. (2007), "Assessment of bridge expansion joints using longterm displacement and temperature measurement", J. Perform. Constr. Facil., 21(2), 143-151. https://doi.org/10.1061/(ASCE)0887-3828(2007)21:2(143)
  19. Stewart, C.F. (1967), "Long structures without expansion joints", Interim Report; California Department of Transportation, USA.
  20. Tong, M., Tham, L.G., Au, F.T.K. and Lee, P.K.K. (2001), "Numerical modelling for temperature distribution in steel bridges", Comput. Struct., 79(6), 583-593. https://doi.org/10.1016/S0045-7949(00)00161-9
  21. Topkaya, C., Yura, J.A., Williamson, E.B. and Frank, K.H. (2005), "Composite Action during Construction of Steel Trapezoidal Box Girder Bridges", Research Report; FHWA/TX-07/0-1898-2, University of Texas, TX, USA.
  22. Troy, T.T. and Chai, H.Y. (1998), "Thermal effects on skewed highway bridges including bearing orientation", Research Report; Highway Research Center, Auburn University, AL, USA.
  23. William, G.W., Shoukry, S.N. and Riad, M.Y. (2005), "Thermal stresses in steel girder bridges with integral abutments", Brdg. Structs., 1(2), 103-119. https://doi.org/10.1080/15732480500125593
  24. Xu, Z.-D. and Wu, Z. (2007), "Simulation of the effect of temperature variation on damage detection in a long-span cable-stayed bridge", Struct. Hlth. Monit., 6(3), 177-189. https://doi.org/10.1177/1475921707081107
  25. 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. Ctr. Hlth., 17(6), 632-653.
  26. Xia, Y., Chen, B., Zhou, X.-Q. and Xu, Y.-L. (2013), "Field monitoring and numerical analysis of Tsing Ma Suspensions Bridge temperature behavior", Struct. Ctr. Hlth., 20(4), 560-575. https://doi.org/10.1002/stc.515
  27. Zuk, W. (1965), "Thermal behaviour of composite bridges-insulated and uninsulated", Highway Research Record 76; National Research Council, pp. 231-253.

피인용 문헌

  1. Monitoring and analysis of thermal effect on tower displacement in cable-stayed bridge vol.115, 2018, https://doi.org/10.1016/j.measurement.2017.10.036
  2. Correlation-Based Estimation Method for Cable-Stayed Bridge Girder Deflection Variability under Thermal Action vol.32, pp.5, 2018, https://doi.org/10.1061/(ASCE)CF.1943-5509.0001212
  3. Localisation of embedded water drop in glass composite using THz spectroscopy vol.21, pp.6, 2018, https://doi.org/10.12989/sss.2018.21.6.751
  4. Behavior of a steel bridge with large caisson foundations under earthquake and tsunami actions vol.31, pp.6, 2016, https://doi.org/10.12989/scs.2019.31.6.575
  5. Temperature variation in steel beams subjected to thermal loads vol.34, pp.6, 2020, https://doi.org/10.12989/scs.2020.34.6.819
  6. Suggestion models of temperature differentials for the composite box girder bridge vol.870, pp.None, 2020, https://doi.org/10.1088/1757-899x/870/1/012068