Steel and Composite Structures

  • 제24권1호
  • /
  • Pages.113-128
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  • 2017
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Free vibrations of precast modular steel-concrete composite railway track slabs

  • Kimani, Stephen Kimindiri (Department of Civil Engineering, School of Engineering, University of Birmingham) ;
  • Kaewunruen, Sakdirat (Birmingham Centre for Railway Research and Education, School of Engineering, University of Birmingham)
  • 투고 : 2017.01.05
  • 심사 : 2017.03.15
  • 발행 : 2017.05.20
⟨ 이전 논문 다음 논문 ⟩

초록

This paper highlights a study undertaken on the free vibration of a precast steel-concrete composite slab panel for track support. The steel-concrete composite slab track is an evolvement from the slab track, a form of ballastless track which is becoming increasingly attractive to asset owners as they seek to reduce lifecycle costs and deal with increasing rail traffic speeds. The slender nature of the slab panel due to its reduced depth of construction makes it susceptible to vibration problems. The aim of the study is driven by the need to address the limited research available to date on the dynamic behaviour of steel-concrete composite slab panels for track support. Free vibration analysis of the track slab has been carried out using ABAQUS. Both eigenfrequencies and eigenmodes have been extracted using the Lanczos method. The fundamental natural frequencies of the slab panel have been identified together with corresponding mode shapes. To investigate the sensitivity of the natural frequencies and mode shapes, parametric studies have been established, considering concrete strength and mass and steel's modulus of elasticity. This study is the world first to observe crossover phenomena that result in the inversion of the natural orders without interaction. It also reveals that replacement of the steel with aluminium or carbon fibre sheeting can only marginally reduce the natural frequencies of the slab panel.

키워드

참고문헌

  1. ACP Composites (2016), High modulus carbon fibre. Available at: http://www.acpsales.com/home.html (Accessed on 1st July 2016)
  2. Altoubat, S., Ousmane, H. and Barakat, S. (2015), "Effect of fibers and welded-wire reinforcements on the diaphragm behavior of composite deck slabs", Steel Compos. Struct., Int. J., 19(1), 153-171. https://doi.org/10.12989/scs.2015.19.1.153
  3. Attia, A., Tounsi, A., Adda Bedia, E.A. and Mahmoud, S.R. (2015), "Free vibration analysis of functionally graded plates with temperature-dependent properties using various four variable refined plate theories", Steel Compos. Struct., Int. J., 18(1), 187-212. https://doi.org/10.12989/scs.2015.18.1.187
  4. Benedettini, F., Zulli, D. and Allagio, R. (2009), "Frequencyveering and mode hybridization in arch bridges", Proceedings of the IMAC-XXVII, Orlando, FL, USA, February.
  5. Bezin, Y. and Farrington, D. (2010), "A structural study of an innovative steel-concrete track structure", Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 224(4), 245-257. https://doi.org/10.1243/09544097JRRT340
  6. Bradford, M and Uy, B. (2007), "Composite action of structural steel beams and precast concrete slabs for the flexural strength limit state", Aust. J. Struct. Eng., 7(2), 123-133. https://doi.org/10.1080/13287982.2007.11464970
  7. Britpave (2016), Why slab track. Available at: http://www.britpave.org.uk/RailWhyBuild.ink (Accessed 9th July 2016)
  8. British Standards Institution (1994), BS 5950-4:1994 Structural use of steelwork in building-Part 4: code of practice for design of composite slabs with profiled sheeting; BSI, London, UK.
  9. British Standards Institution (1995), BS 5950-6:1995 Structural use of steelwork in building Part 6: code of practice for design of light gauge profiled steel sheeting; BSI, London, UK.
  10. British Standards Institution (2000), BS EN 206-1:2000 Concrete-Part 1: specification, performance, production and conformity; BSI, London, UK.
  11. British Standards Institution (2002), BS EN 1991-1-1:2002 Eurocode 1-Actions on structures-Part 1-1: general actions-densities, self-weight, imposed loads for buildings; BSI, London, UK.
  12. British Standards Institution (2004), BS EN 1992-1-1:2004 Eurocode 2-Design of concrete structures-Part 1-1: general rules and rules for buildings; BSI, London, UK.
  13. British Standards Institution (2005), BS EN 1993-1-1:2005 Eurocode 3-Design of steel structures-Part 1-1: general rules and rules for buildings; BSI, London, UK.
  14. Chitra Ganapathi, S., Annie Peter, J., Lakshmanan, N. and Iyer, N.R. (2016), "Behavior of light weight sandwich panels under out of plane bending loading", Steel Compos. Struct., Int. J., 21(4), 775-789. https://doi.org/10.12989/scs.2016.21.4.775
  15. Choi, J.Y., Park, Y.G., Choi, E.S. and Choi, J.H. (2010), "Applying precast slab panel track to replace timber track in an existing steel plate girder railway bridge", Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 224(3), 159-167. https://doi.org/10.1243/09544097JRRT333
  16. Chopra, A.K. (2011), Dynamics of Structures-Theory and Applications to Earthquake Engineering, (4th Edn.), Prentice Hall, Upper Saddle River, NJ, USA.
  17. Dassault, (2012), ABAQUS theory manual; Available at: https://things.maths.cam.ac.uk/computing/software/abaqus_docs/docs/v6.12/books/stm/default.htm (Accessed on 1st August 2016)
  18. De Silva, S. and Thambiratnam, D.P. (2011), "Vibration characteristics of concrete-steel composite floor structures", ACI Struct. J., 108(6), 1-9.
  19. Ding, X., Fan, Y., Kong, G. and Zheng, C. (2014), "Wave propagation in a concrete filled steel tubular column due to transient impact load", Steel Compos. Struct., Int. J., 17(6), 907-927. https://doi.org/10.12989/scs.2014.17.6.907
  20. El-Dardiry, E. and Ji, T. (2006), "Modelling of the dynamic behaviour of profiled composite floors", Eng. Struct., 28(4), 567-579. https://doi.org/10.1016/j.engstruct.2005.09.012
  21. Esveld, C. (1997), "Low-maintenance ballastless track structures", Rail Eng. Int. Ed., 26(3), 13-16.
  22. Fang, G., Wang, J., Li, S. and Zhang, S. (2016), "Dynamic characteristics analysis of partial-interaction composite continuous beams", Steel Compos. Struct., Int. J., 21(1), 195-216. https://doi.org/10.12989/scs.2016.21.1.195
  23. Feldmann, M., Heinemeyer, C. Butz, C., Caetano, E., Cunha, A., Galanti, F., Goldack, A., Hechler, O. Hicks, S., Keil, A., Lukic, M., Obiala, R., Shlaich, M., Sedlacek, G., Smith, A. and Waarts, P. (2009), "Design of floor structures for human induced vibrations", Office of the official publications of the European Communities, Luxembourg.
  24. Freudenstein, S. (2010), "RHEDA 2000(R): Ballastless track systems forhigh-speed rail applications", Int. J. Pave. Eng., 11(4), 293-300 https://doi.org/10.1080/10298431003749774
  25. Griffin, D.W.P. (2013), "Design of precast concrete steel-concrete panels for track support: For use on the Sydney Harbour Bridge", Honour Thesis; University of Western Sydney, Kingswood, Australia.
  26. Griffin, D.W.P., Mirza, O., Kwok, K. and Kaewunruen, S. (2014), "Composite slabs for railway construction and maintenance: a mechanistic review", The IES J. Part A: Civil & Struct. Eng., 7(4), 243-262.
  27. Griffin, D.W.P., Mirza, O., Kwok, K. and Kaewunruen, S. (2015), "Finite element modelling of modular precast composites for railway track support structure: A battle to save Sydney Harbour Bridge", Aust. J. Struct. Eng., 16(2), 150-168. https://doi.org/10.1080/13287982.2015.11465187
  28. Hou, Z., Xia, H., Wang, Y., Zhang, Y. and Zhang, T. (2015), "Dynamic analysis and model test on steel-concrete composite beams under moving loads", Steel Compos. Struct., Int. J., 18(3), 565-582. https://doi.org/10.12989/scs.2015.18.3.565
  29. Kaewunruen, S. (2014), "Monitoring in-service performance of fibre-reinforced foamed urethane material as timber-replacement sleepers/bearers in railway urban turnout systems", Struct. Monitor. Maintenance, 1(1), 131-157. [Invited] https://doi.org/10.12989/smm.2014.1.1.131
  30. Kaewunruen, S., Remennikov, A.M. and Murray, M.H. (2014), "Introducing limit states design concept to concrete sleepers: an Australian experience", Frontiers Mat., 1(8), 1-3.
  31. Kar, V.R. and Panda, S.K. (2015), "Nonlinear flexural vibration of shear deformable functionally graded spherical shell panel", Steel Compos. Struct., Int. J., 18(3), 693-709. https://doi.org/10.12989/scs.2015.18.3.693
  32. Kimani, S.K. (2016), "Free vibration analysis of precast steelconcrete composite slab panel for track support: Finite Element Method", M.Sc. Thesis; School of Engineering, University of Birmingham, Birmingham, UK, 70 p.
  33. Kim, H.Y. and Jeong, Y.J. (2006), "Experimental investigation on behaviour of steel-concrete composite bridge decks with perfobond ribs", J. Constr. Steel Res., 62(5), 463-471. https://doi.org/10.1016/j.jcsr.2005.08.010
  34. Kim, H.Y. and Jeong, Y.J. (2009), "Steel-concrete composite bridge deck slab with profiled sheeting", J. Constr. Steel Res., 65(8), 1751-1762. https://doi.org/10.1016/j.jcsr.2009.04.016
  35. Kim, H.Y. and Jeong, Y.J. (2010), "Ultimate strength of a steel_concrete composite bridge deck slab with profiled sheeting", Eng. Struct., 32(2), 534-546. https://doi.org/10.1016/j.engstruct.2009.10.014
  36. Lam, D. and El-Lobody, E. (2001), "Finite element modelling of headed stud shear connectors in steel-concrete composite beam", (A. Zingoni Ed.), Struct. Eng., Mech. Compos., Elsevier Science, Oxford, UK, pp. 401-408.
  37. Lezgy-Nazargah, M. and Kafi, L. (2015), "Analysis of composite steel-concrete beams using a refined high-order beam theory", Steel Compos. Struct., Int. J., 18(6), 1369-1389. https://doi.org/10.12989/scs.2015.18.6.1369
  38. Manalo, A., Aravinthan, T., Karunasena, W. and Ticoalu, A. (2010), "A review of alternative materials for replacing existing timber sleepers", Compos. Struct., 92(3), 603-611. https://doi.org/10.1016/j.compstruct.2009.08.046
  39. Mashhadi, J. and Saffari, H. (2016), "Effects of damping ratio on dynamic increase factor in progressive collapse", Steel Compos. Struct., Int. J., 22(3), 677-690. https://doi.org/10.12989/scs.2016.22.3.677
  40. Matias, S. (2015), "Numerical modelling and design of slab tracks-Comparison with ballasted tracks", University of Lisbon, Portugal.
  41. Max Bogl, FFB slab track BOGL. Available at: https://max-boegl.de/en (Accessed on 1st July 2016)
  42. Mello, A.V.de A., da Silva, J.G.S., Vellasco, P.C.G.da S., de Andrade, S.A.L. and de Lima, L.R.O. (2008), "Modal analysis of orthotropic composite floors slabs with profiled steel decks", Latin Am. J. Solids Struct., 5(1), 47-73.
  43. Michas, G. (2012), "Slab track systems for high-speed railways", Master Degree Project, Royal Institute of Technology, Sweden.
  44. Mirza, O., Kaewunruen, S., Kwok, K. and Giffins, D. (2016), "Design and modelling of pre-cast steel-concrete composites for resilient railway track slabs", Steel Compos. Struct., Int. J., 22(3), 537-565. https://doi.org/10.12989/scs.2016.22.3.537
  45. Moon, J., Ko, H.J., Hyun Sung, I. and Lee, H-E. (2015), "Natural frequency of a composite girder with corrugated steel web", Steel Compos. Struct., Int. J., 18(1), 255-271. https://doi.org/10.12989/scs.2015.18.1.255
  46. Peng, D., Wei, Z. and Liu, J. (2012), "The exploration and research of CRTS I slab ballastless track used in the freight lines", Appl. Mech. Mater., 253, 2031-2034.
  47. Perkins, N.C. and Mote, Jr. (1986), "Comments on curve veering in eigenvalue problems", J. Sound Vib., 106(3), 451-463. https://doi.org/10.1016/0022-460X(86)90191-4
  48. Remennikov, A.M. and Kaewunruen, S. (2008), "A review of loading conditions for railway track structures due to train and track vertical interaction", Struct. Control Health Monitor., 15(2), 207-234. https://doi.org/10.1002/stc.227
  49. Remennikov, A.M., Murray, M.H. and Kaewunruen, S. (2012), "Reliability based conversion of a structural design code for prestressed concrete sleepers", Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 226(2), 155-173. https://doi.org/10.1177/0954409711418754
  50. Remennikov, A.M. and Kaewunruen, S. (2014), "Experimental load rating of aged railway concrete sleepers", Eng. Struct., 76(10), 147-162. https://doi.org/10.1016/j.engstruct.2014.06.032
  51. Robertson, I., Masson, C., Sedran, T., Barresi, F., Caillau, J., Keseljevic, C. and Vanzenberg, J.M. (2015), "Advantages of a new ballastless track form", Constr. Build. Mater., 92, 16-22. https://doi.org/10.1016/j.conbuildmat.2014.06.099
  52. Shim, C.S., Lee, P.G. and Chang, S.P. (2001), "Design of shear connection in composite steel and concrete bridges with precast decks", J. Constr. Steel Res., 57, 203-219. https://doi.org/10.1016/S0143-974X(00)00018-3
  53. Smith, A.L., Hicks, S.J. and Devine, P.J. (2009), Design of Floors for Vibration: A New Approach, The Steel Construction Institute, Ascot, Berkshire, UK.
  54. Sugimoto, I., Yoshida, Y. and Tanikaga, A. (2013), "Development of composite steel girder and concrete slab method for renovations of existing steel railway bridges, Quarterly Report of RTRI, 54(1), pp.1-11. https://doi.org/10.2219/rtriqr.54.1
  55. Tindall, P. (2008), 'Aluminium in bridges', In: ICE manual of bridge engineering, (G. Parke and N. Hewson Eds.), (2nd Edn.) Thomas Telford, pp. 345-355, London, UK.
  56. Venghiac, V.M. and D'Mello, C. (2010), "The influence of the thickness of the slab and concrete grade on composite floors", Buletinul Institutului Politehnic din lasi. Sectia Constructii, Arhitectura, 56(2), p. 85.

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