Advances in Computational Design

  • 제2권4호
  • /
  • Pages.257-271
  • /
  • 2017
  • /
  • 2383-8477(pISSN)
  • /
  • 2466-0523(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

3D simulation of railway bridges for estimating fundamental frequency using geometrical and mechanical properties

  • 투고 : 2017.05.04
  • 심사 : 2017.08.03
  • 발행 : 2017.10.25
⟨ 이전 논문 다음 논문 ⟩

초록

There are many plain concrete arch bridges in Iran that have been used as railway bridges for more than seventy years. Owe to the fact that these bridges have not been designed seismically, and even may be loaded under high-speed trains, evaluation of fundamental frequencies of the bridges against earthquake and high-speed train vibrations is necessary for considering dynamics effects. To evaluate complex behavior of these bridges, results of field tests are useful. Since it is not possible to perform field tests for all arch bridges, these structures should be simulated correctly by computers for structural assessment. Several parameters are employed to describe the bridges, such as number of spans, length of spans, geometrical and material properties. In this study, results of field tests are used for modal analysis and adapted for 64 three dimensional finite element models with various physical parameters. Computer simulations show length of spans has important effect on fundamental frequencies of plain concrete arch bridge and modal deformations of bridges is in longitudinal and transverse directions. Also, these results demonstrate that fundamental frequencies of bridges decrease after increasing span length and number of spans. Plus, some relations based in the number of spans (n) and span length (l) are proposed for calculation of fundamental frequencies of plain concrete arch bridge.

키워드

참고문헌

  1. Accornero, F., Lacidogna, G. and Carpinteri, A. (2016), "Evolutionary fracture analysis of masonry arches:Effects of shallowness ratio and size scale", Compt. Rend. Mecan., 344(9), 623-630. https://doi.org/10.1016/j.crme.2016.05.002
  2. Armstrong, D.M., Sibbald, A., Fairfield, C.A. and Forde, M.C. (1995), "Modal analysis for masonry arch bridge spandrell wall separation identification", NDT E Int., 28(6), 377-386. https://doi.org/10.1016/0963-8695(95)00048-8
  3. Ataei, S., Jahangiri Alikamar, M. and Kazemiashtiani, V. (2016), "Evaluation of axle load increasing on a monumental masonry arch bridge based on field load testing", Constr. Build. Mater., 116, 413-421. https://doi.org/10.1016/j.conbuildmat.2016.04.126
  4. Bayraktar, A., Altuniik, A.C., Birinci, F., Sevim, B. and Turker, T. (2010), "Finite-element analysis and vibration testing of a two-span masonry arch bridge", J. Perform. Constr. Facilit., 24(1), 46-52. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000060
  5. Bayraktar, A., Turker, T. and Altunisik, A.C. (2015), "Experimental frequencies and damping ratios for historical masonry arch bridges", Constr. Build. Mater., 75, 234-241. https://doi.org/10.1016/j.conbuildmat.2014.10.044
  6. Betti, M., Drosopoulos, G.A. and Stavroulakis, G.E. (2008), "Two non-linear finite element models developed for the assessment of failure of masonry arches", Compt. Rend. Mecan., 336(1), 42-53. https://doi.org/10.1016/j.crme.2007.10.014
  7. Brencich, A. and De Francesco, U. (2004), "Assessment of multispan masonry arch bridges. I: Simplified approach", J. Brid. Eng., 9(6), 582-590. https://doi.org/10.1061/(ASCE)1084-0702(2004)9:6(582)
  8. Brencich, A. and De Francesco, U. (2004), "Assessment of multispan masonry arch bridges. II: Examples and applications", J. Brid. Eng., 9(6), 591-598. https://doi.org/10.1061/(ASCE)1084-0702(2004)9:6(591)
  9. Brencich, A. and Sabia, D. (2008), "Experimental identification of a multi-span masonry bridge: The tanaro bridge", Constr. Build. Mater., 22(10), 2087-2099. https://doi.org/10.1016/j.conbuildmat.2007.07.031
  10. Carpinteri, A., Lacidogna, G. and Accornero, F. (2015), "Evolution of the fracturing process in masonry arches", J. Struct. Eng., 141(5).
  11. Cavicchi, A. and Gambarotta, L. (2005), "Collapse analysis of masonry bridges taking into account arch-fill interaction", Eng. Struct., 27(4), 605-615. https://doi.org/10.1016/j.engstruct.2004.12.002
  12. Cocchetti, G., Colasante, G. and Rizzi, E. (2012), "On the analysis of minimum thickness in circular masonry arches", Appl. Mech. Rev., 64(5), 050802-050802-050827. https://doi.org/10.1115/1.4007417
  13. Costa, C., Arede, A., Costa, A., Caetano, E., Cunha, A. and Magalhaes, F. (2015), "Updating numerical models of masonry arch bridges by operational modal analysis", J. Architect. Herit., 9(7), 760-774. https://doi.org/10.1080/15583058.2013.850557
  14. Crisfield, M.A. and Packam, A.J. (1985), A Mechanism Program for Computing the Strength of Masonry Arch Bridges, Transport Research Laboratory, Research Report 124, Crowthorne, U.K.
  15. De Arteaga, I. and Morer, P. (2012), "The effect of geometry on the structural capacity of masonry arch bridges", Constr. Build. Mater., 34, 97-106. https://doi.org/10.1016/j.conbuildmat.2012.02.037
  16. Drosopoulos, G.A., Stavroulakis, G.E. and Massalas, C.V. (2007), "FRP reinforcement of stone arch bridges: Unilateral contact models and limit analysis", Compos. Part B: Eng., 38(2), 144-151. https://doi.org/10.1016/j.compositesb.2006.08.004
  17. Fanning, P.J. and Boothby, T.E. (2001), "Three-dimensional modelling and full-scale testing of stone arch bridges", Comput. Struct., 79(29-30), 2645-2662. https://doi.org/10.1016/S0045-7949(01)00109-2
  18. Fanning, P.J., Boothby, T.E. and Roberts, B.J. (2001), "Longitudinal and transverse effects in masonry arch assessment", Constr. Build. Mater., 15(1), 51-60. https://doi.org/10.1016/S0950-0618(00)00069-6
  19. Fryba, L. (1996), Dynamics of Railway Bridges, Thomas Telford, Dunfermline, U.K.
  20. Kishen, J.M.C., Ramaswamy, A. and Manohar, C.S. (2013), "Safety assessment of a masonry arch bridge: Field testing and simulations", J. Brid. Eng., 18(2), 162-171. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000338
  21. Marefat, M.S., Ghahremani-Gargary, E. and Ataei, S. (2004), "Load test of a plain concrete arch railway bridge of 20-m span", Constr. Build. Mater., 18(9), 661-667. https://doi.org/10.1016/j.conbuildmat.2004.04.025
  22. Marefat, M.S., Yazdani, M. and Jafari, M. (2017), "Seismic assessment of small to medium spans plain concrete arch bridges", Eur. J. Environ. Civil Eng., 1-22.
  23. Melbourne, C. and Gilbert, M. (1995), "Behaviour of multiring brickwork arch bridges", Struct. Eng. Lond., 73(3), 39-47.
  24. Melbourne, C. and Walker, P. (1996), "Load tests to collapse of model brickworck masonry arches", Proceedings of the 8th International Brick and Block Masonry Conference, 2, 991-1002.
  25. Ministry of Roads and Transportation (2008), Road and Railway Bridges Seismic Resistant Design Code (No. 463), Iran.
  26. Page, J. (1993), Masonry Arch Bridges, TRL State of the Art Review, HMSO, London, U.K.
  27. Pela, L., Aprile, A. and Benedetti, A. (2009), "Seismic assessment of masonry arch bridges", Eng. Struct., 31(8), 1777-1788. https://doi.org/10.1016/j.engstruct.2009.02.012
  28. Royles, R. and Hendry, A.W. (1992), "Model tests on masonry arches", Proc. Inst. Civ. Eng. Bldg., 299-321.
  29. Srinivas, V., Sasmal, S., Ramanjaneyulu, K. and Ravisankar, K. (2014), "Performance evaluation of a stone masonry-arch railway bridge under increased axle loads", J. Perform. Constr. Facilit., 28(2), 363-375. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000407
  30. Wang, J. and Melbourne, C. (2010), "Mechanics of MEXE method for masonry arch bridge assessment", Proceedings of the Institution of Civil Engineers: Engineering and Computational Mechanics, 163(3), 187-202. https://doi.org/10.1680/eacm.2010.163.3.187
  31. Yazdani, M. and Marefat, M.S. (2014), "Assessment of dynamic train load on response of plain concrete arch bridges in frequency domain", J. Acoust. Vibr., 3(6), 43-50.

피인용 문헌

  1. Three-dimensional modelling for seismic assessment of plain concrete arch bridges vol.171, pp.3, 2017, https://doi.org/10.1680/jcien.17.00048
  2. Temperature Load Parameters and Thermal Effects of a Long-Span Concrete-Filled Steel Tube Arch Bridge in Tibet vol.2020, pp.None, 2017, https://doi.org/10.1155/2020/9710613