Steel and Composite Structures

  • 제31권6호
  • /
  • Pages.591-600
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  • 2019
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Vibration characteristic analysis of high-speed railway simply supported beam bridge-track structure system

  • Jiang, Lizhong (School of Civil Engineering, Central South University) ;
  • Feng, Yulin (School of Civil Engineering, Central South University) ;
  • Zhou, Wangbao (School of Civil Engineering, Central South University) ;
  • He, Binbin (University of Chinese Academy of Sciences)
  • 투고 : 2018.08.30
  • 심사 : 2019.05.12
  • 발행 : 2019.06.25
⟨ 이전 논문 다음 논문 ⟩

초록

Based on the energy-variational principle, a coupling vibration analysis model of high-speed railway simply supported beam bridge-track structure system (HSRBTS) was established by considering the effect of shear deformation. The vibration differential equation and natural boundary conditions of HSRBTS were derived by considering the interlayer slip effect. Then, an analytic calculation method for the natural vibration frequency of this system was obtained. By taking two simply supported beam bridges of high-speed railway of 24 m and 32 m in span as examples, ANSYS and MIDAS finite-element numerical calculation methods were compared with the analytic method established in this paper. The calculation results show that two of them agree well with each other, validating the analytic method reported in this paper. The analytic method established in this study was used to evaluate the natural vibration characteristics of HSRBTS under different interlayer stiffness and length of rails at different subgrade sections. The results show that the vertical interlayer compressive stiffness had a great influence on the high-order natural vibration frequency of HSRBTS, and the effect of longitudinal interlayer slip stiffness on the natural vibration frequency of HSRBTS could be ignored. Under different vertical interlayer stiffness conditions, the subgrade section of HSRBTS has a critical rail length, and the critical length of rail at subgrade section decreases with the increase in vertical interlayer compressive stiffness.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundations of China, Central South University

참고문헌

  1. Bian, X., Cheng, C., Jiang, J., Chen, R. and Chen, Y. (2016), "Numerical analysis of soil vibrations due to trains moving at critical speed", Acta Geotech, 11(2), 281-294. https://doi.org/10.1007/s11440-014-0323-2
  2. Bucinskas, P., Andersen, L.V. and Persson, K. (2016), "Numerical modelling of ground vibration caused by elevated high-speed railway lines considering structure-soil-structure interaction", International Congress and Exposition on Noise Control Engineering, Inter-Noise.
  3. Connolly, D.P., Marecki, G.P., Kouroussis, G., Thalassinakis, I. and Woodward, P.K. (2016), "The growth of railway ground vibration problems-A review", Sci. Total Environ., 568 1276-1282. https://doi.org/10.1016/j.scitotenv.2015.09.101
  4. Gao, Y., Huang, H., Ho, C.L. and Judge, A. (2016), "Field validation of a three-dimensional dynamic track-subgrade interaction model", Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 232(1), 130-143. https://doi.org/10.1177/0954409716660582
  5. Hou, Z., Xia, H. and Wang Y.E.A. (2015), "Dynamic analysis and model test on steel-concrete composite beams under moving loads", Steel Compos. Struct., Int. J., 18(3), 565-582. http://dx.doi.org/10.12989/scs.2015.18.3.565
  6. Hu, J., Bian, X. and Jiang, J. (2016), "Critical velocity of highspeed train running on soft soil and induced dynamic soil response", Procedia Engineering, 143, 1034-1042. https://doi.org/10.1016/j.proeng.2016.06.102
  7. Kang, X., Jiang, L., Bai, Y. and Caprani, C.C. (2017), "Seismic damage evaluation of high-speed railway bridge components under different intensities of earthquake excitations", Eng. Struct., 152 116-128. https://doi.org/10.1016/j.engstruct.2017.08.057
  8. Kimani, S.K. and Kaewunruen, S. (2017), "Free vibrations of precast modular steel-concrete composite railway track slabs", Steel Compos. Struct., Int. J., 24(1), 113-128. http://dx.doi.org/10.12989/scs.2017.24.1.113
  9. Kun, L., Lei, X. and Zeng, S. (2017), "Influence analysis on the effect of rail fastening parameters on the vibration response of track-bridge system", Adv. Mech. Eng., 9(8), 2071939371.
  10. Lai, M.H. and Ho, J.C.M. (2016), "A theoretical axial stress-strain model for circular concrete-filled-steel-tube columns", Eng. Struct., 125, 124-143. https://doi.org/10.1016/j.engstruct.2016.06.048
  11. Lai, M., Hanzic, L., and Ho, J. (2019), "Fillers to improve passing ability of concrete", Struct. Concrete, 20(1), 185-197. https://doi.org/10.1002/suco.201800047
  12. Lee, I.W. (2011), "Dynamic response characteristics for twolayered trackbed structure by train load (열차하중에 의한이층노반구조의동적응답특성)", J. Kor. Soc. Railway (한국철도학회논문집), 14(2), 160-166. https://doi.org/10.7782/JKSR.2011.14.2.160
  13. Lei, X. and Rose, J.G. (2008), "Numerical investigation of vibration reduction of ballast track with asphalt trackbed over soft subgrade", .J Vib. Control, 14(12), 1885-1902. https://doi.org/10.1177/1077546308091213
  14. Lei, X. and Zhang, B. (2011), "Analysis of dynamic behavior for slab track of high-speed railway based on vehicle and track elements", J. Transp. Eng., 137(4), 227-240. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000207
  15. Li, X., Liang, L. and Wang, D. (2018), "Vibration and noise characteristics of an elevated box girder paved with different track structures", J. Sound Vib., 425 21-40. https://doi.org/10.1016/j.jsv.2018.03.031
  16. Liu, W., Dai, G., Yu, Z., Chen, Y.F. and He, X. (2018), "Interaction between continuous welded rail and long-span steel truss arch bridge of a high-speed railway under seismic action", Struct. Infras. E, 14(8), 1051-1064. https://doi.org/10.1080/15732479.2017.1386690
  17. Luo, W. and Lei, X. (2014), "Analysis of dynamic behavior for ballastless track-bridge with a hybrid method", Intel. Autom. Soft Co., 20(4), 487-500. https://doi.org/10.1080/10798587.2014.934600
  18. Menasria, A., Bouhadra, A. and Tounsi, A. (2017), "A new and simple HSDT for thermal stability analysis of FG sandwich plates", Steel Compos. Struct., Int. J., 25(2), 157-175. http://dx.doi.org/10.12989/scs.2017.25.2.157
  19. Ministry of Railways (2014), TB10621. Code for Design high speed railway, China Railway Press, Beijing, China. [In Chinese)
  20. Ministry of Railways (2017), TB10002. Code for design on railway bridge and culvert", China Railway Press, Beijing, China. [In Chinese]
  21. Mirza, O., Kaewunruen, S. and Kwok, K. (2016), "Design and modelling of pre-cast steel-concrete composites for resilient railway track slabs", Steel Compos. Struct., Int. J., 22(3), 537-565. http://dx.doi.org/10.12989/scs.2016.22.3.537
  22. Qin, Y., Lu, J.Y., Huang, L.C.X. and Cao, S. (2017), "Flexural behavior of beams in steel plate shear walls", Steel Compos. Struct., Int. J., 23(4), 473-481. http://dx.doi.org/10.12989/scs.2017.23.4.473
  23. Romero, A., Galvin, P. and Dominguez, J. (2012), "Comportamiento dinamico de viaductos cortos considerando la interaccion vehiculo-via-estructura-suelo", Revista Internacional de Metodos Numericos para Calculo y Diseno en Ingenieria, 28(1), 55-63. https://doi.org/10.1016/j.rimni.2011.11.004
  24. Siekierski, W. (2016), "Analysis of concrete shrinkage along truss bridge with steel-concrete composite deck", Steel Compos. Struct., Int. J., 20(6), 1237-1257. http://dx.doi.org/10.12989/scs.2016.20.6.1237
  25. Sun, W. (2014), "Random vibration analysis on vertical vehicletrack coupled system with timoshenko beam model", J. Mech. Eng., 50(18), 134. [In Chinese] https://doi.org/10.3901/JME.2014.18.134
  26. Sun, L., Hayashikawa, T., He, X. and Xie, W. (2015), "Influential parameter analysis on vibration responses of rigid-frame viaducts induced by running high-speed trains", Int. J. Steel Struct., 15(4), 809-826. https://doi.org/10.1007/s13296-015-1204-8
  27. Sun, L.M., Xie, W.P., He, X.W. and Hayashikawa, T. (2016), "Prediction and mitigation analysis of ground vibration caused by running high-speed trains on rigid-frame viaducts", Earthq. Eng. Eng. Vib., 15(1), 31-47. https://doi.org/10.1007/s11803-016-0303-7
  28. Toyooka, A., Ikeda, M. and Yanagawa, H.E.A. (2005), "Effects of track structure on seismic behavior of isolation system bridges", Quarterly Report of RTRI, 46(4), 238-243. https://doi.org/10.2219/rtriqr.46.238
  29. Xie, X., Wang, Y. and Chen, L. (2012), "Effect of restrains on seismic response of cushioning railway bridges", J. China Railway Soc., 34(6). [In Chinese]
  30. Yang, X.W. and He, Z.X. (2012), "Study on vibration characteristics of trapezoidal sleeper track", J. Vib. Eng., 25(4), 388-392. https://doi.org/10.3969/j.issn.1004-4523.2012.04.006
  31. Yang, Y.B. and Yau, J.D. (2017), "Resonance of high-speed trains moving over a series of simple or continuous beams with nonballasted tracks", Eng. Struct., 143, 295-305. https://doi.org/10.1016/j.engstruct.2017.04.022
  32. Yang, X., Liu, X., Zhou, S., Ma, X., Shen, J. and Zang, J. (2016), "Vertical random vibration analysis of track-subgrade coupled system in high speed railway with pseudoexcitation method", Shock Vib., 24, 1-2.
  33. Zhai, W.M. (2002), "New advance in vehicle-track coupling dynamics", China Railway Sci., 23(2), 1-14. https://doi.org/10.3321/j.issn:1001-4632.2002.02.001
  34. Zhang, J., Jia, H., Zheng, S. and Qin, S. (2016), "Analysis of a high-pier railway bridge under spatial stochastic stationary and non-stationary earthquake excitations", Teh Vjesn, 23(2).
  35. Zhu, Y., Li, X. and Jin, Z. (2016), "Three-dimensional random vibrations of a high-speed-train-bridge time-varying system with track irregularities", Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 230(8), 1851-1876. https://doi.org/10.1177/0954409715616836

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