Structural Monitoring and Maintenance

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Structural Health Monitoring of short to medium span bridges in the United Kingdom

  • Received : 2016.02.15
  • Accepted : 2016.05.22
  • Published : 2016.09.25
⟨ Previous Next ⟩

Abstract

Historically the UK has been a pioneer and early adopter of experimental investigation techniques on new and operation structures, a technology that would now be descried as 'structural health monitoring' (SHM), yet few of these investigations have been enduring or carried out on the long span or tall structures that feature in flagship SHM applications in the Far East.

Keywords

References

  1. Ashkenazi, V. and Roberts, G.W. (1997), "Experimental monitoring of the Humber Bridge using GPS", ICE Proceedings Civil Engineering, 120, 177-182.
  2. Barker, K., Kraayvanger, R. and Higgins, M. (2013), "Detection of wire failures in cable-supported structures in the UK", Proceedings of the 8th International Cable supported Bridge Operators' Conference.
  3. Barr, B.I.G., Vitek, J.L. and Beygi, M.A. (1997), "Seasonal shrinkage variation in bridge segments", Mater. Struct., 30(2), 106-111. https://doi.org/10.1007/BF02486311
  4. Beales, C. and Cunninghame, J.R. (1992), "Strengthening and refurbishment of Severn Crossing. Part 4: TRRL research on Severn Crossing", Proceedings of the ICE - Structures and Buildings, 94(1), 37-49.
  5. Brownjohn, J.M.W., Bocciolone, M., Curami, A., Falco, M. and Zasso, A. (1994), "Humber bridge full-scale measurements campaigns 1990-1991", J. Wind Eng. Ind. Aerod., 52, 185-218. https://doi.org/10.1016/0167-6105(94)90047-7
  6. Brownjohn, J.M.W., Koo, K.Y., Scullion, A. and List, D. (2015), "Operational deformations in long-span bridges", Struct. Infrastruct. E., 11(4), 556-574. https://doi.org/10.1080/15732479.2014.951857
  7. Chettoe, C. and Henderson, W. (1957), "Structural paper no. 53: Masonry arch bridges: A study", Proceedings of the Institution of Civil Engineers, 7(4), 723-762.
  8. Cullen Wallace, A.A. (1985), "Wind influence on Kessock bridge", Eng. Struct., 7(1), 18-22. https://doi.org/10.1016/0141-0296(85)90032-X
  9. Cullington, D.W., MacNeil, D., Paulson, P. and Elliott, J. (2001), "Continuous acoustic monitoring of grouted post-tensioned concrete bridges", NDT & E Int., 34, 95-105. https://doi.org/10.1016/S0963-8695(00)00034-7
  10. Curran, P. and Tilly, G.P. (1999), "Design and monitoring of the flintshire bridge, UK", Struct. Eng. Int., 9(3), 225-228. https://doi.org/10.2749/101686699780481970
  11. Davey, N. (1953), Tests on road bridges. National Building Studies Research Paper No. 16. HMSO.
  12. Department for Transport. (2015), Annual average daily flow. http://www.dft.gov.uk/traffic-counts/download.php accessed 21/5/2016
  13. Emerson, M. (1976), Bridge temperatures estimated from the shade temperature, Bracknell.
  14. Evans, J.E. (1992), "Strengthening and refusbishment of Severn Crossing. Part 3: Construction", Proceedings of the ICE - Structures and Buildings, 94(1), 23-36.
  15. Fletcher, M.S. and Parker, J.S. (2003), "Dynamics of The Hungerford Millennium Footbridges", UK. Bridge Engineering, 156(2), 57-62.
  16. Flint, A.R., Smith, B.W. and Howard, T. (1992), "Strengthening and refurbishment of Severn Crossing. Part 5: Other background research and development", Proceedings of the ICE - Structures and Buildings, 94(1), 51-60. https://doi.org/10.1680/istbu.1992.18143
  17. Hay, J.S. (1984), "Analysis of wind and response data for Wye and Erskine bridges and comparison with theory", J. Wind Eng. Ind. Aerod., 17, 31-49. https://doi.org/10.1016/0167-6105(84)90033-3
  18. Hayward, A.C.G. (2014), "Train loading on bridges since Stephenson‟s Rocket", Proceedings of the ICE - Bridge Engineering, 167(4), 326-337.
  19. Highway Agency UK. BD 79/13 The Management of Sub-standard Highway Structures., 3 Design Manual for roads and bridges (2013). http://www.standardsforhighways.co.uk/dmrb/vol3/section4/bd7913.pdf accessed 21/5/2016
  20. Hornby, S.R., Collins, J.H., Hill, P.G. and Cooper, J.R. (2012), "Humber Bridge A-frame refurbishment / replacement", Proceedings of the 6th International Conference on Bridge Maintenance, Safety and Management (IABMAS), Stresa, Italy: Taylor & Francis Group, London.
  21. Hoult, N.A., Fidler, P.R.A., Wessell, I.J., Hill, P.G. and Middleton, C.R. (2008), "Wireless structural health monitoring at the Humber Bridge UK", Proceedings of the Institution of Civil Engineers: Bridge Engineering.
  22. Johnson, I. and McAndrew, S. (1993), Research into the condition and performance of bridge expansion joints TRL PR009. Crowthorne, Berkshire, UK.
  23. Kromanis, R. and Kripakaran, P. (2014), "Predicting thermal response of bridges using regression models derived from measurement histories", Comput. Struct., 136, 64-77. https://doi.org/10.1016/j.compstruc.2014.01.026
  24. Leeming, W. and Whitbread, J. (1974), "Stress investigation and strengthening of the the Royal Albert Bridge, Saltash", Proceedings of the Institution of Civil Engineers, 56(4), 479-495. https://doi.org/10.1680/iicep.1974.3947
  25. Macdonald, J.H.G., Dagless, E.L., Thomas, B.T. and Taylor, C.A. (1997), "Dynamic measurements of the Second Severn Crossing", ICE Proceedings Bridge Transport, 123(4), 241-248.
  26. Macdonald, J.H.G., Irwin, P.A. and Fletcher, M.S. (2002), "Vortex-induced vibrations of the Second Severn Crossing cable-stayed bridge -full-scale and wind tunnel measurements", ICE Proceedings -Structures and Buildings, 152(2), 123-134.
  27. Mortlock, J. (1974), The instrumentation of bridges for the measurement of temperature and movement LR641, Crowthorne, Berkshire, UK.
  28. Nunn, D.E. and Morris, S.A.H. (1974), Trials of experimental orthotropic bridge deck panels under traffic loading LR627, Crowthorne, Berkshire, UK.
  29. Owen, J.S., Vann, A.M., Davies, J.P. and Blakeborough, A. (1996), "The prototype testing gf Kessock Bridge: Response to vortex shedding", J. Wind Eng. Ind. Aerod., 60, 91-108. https://doi.org/10.1016/0167-6105(96)00026-8
  30. Pavic, A., Armitage, T., Reynolds, P. and Wright, J.R. (2002), "Methodology for modal testing of the Millennium Bridge, London", Structures and Buildings, Proceedings of the Institute of Civil Engineers, 152(2), 111-121. https://doi.org/10.1680/stbu.2002.152.2.111
  31. Price, A.R. (1984), The performance in service of bridge deck expansion joints TRRL Laboratory Report 1104. Crowthorne, Berkshire, UK.
  32. Rawlinson, S.J. and Stott, P.F. (1962), "The Hammersmith Flover (includes plates)", Proceedings of the Institution of Civil Engineers, 23(4), 565-600. https://doi.org/10.1680/iicep.1962.10813
  33. Roberts, G.W., Brown, C.J., Atkins, C., Meng, X., Colford, B. and Ogundipe, O. (2012), "Deflection and frequency monitoring of the Forth Road Bridge, Scotland, by GPS", Proceedings of the ICE - Bridge Engineering, 165(2), 105-123.
  34. Scottish Parliament (2016), Official Report. Infratructure and Capital Investment Committee, Wednesday 20th January. http://www.parliament.scot/parliamentarybusiness/report.aspx?r=10328 accessed 21/5/2016.
  35. Scullion, A. (2016), SHM of Queensferry Crossing, In International Cable Stayed Bridge Operators Conference.
  36. Spencer, W.A., Duckett, W.G. and Jackson, P.A. (2012), "Fatigue assessment of structures on the Docklands Light Railway, London, UK", Proceedings of the ICE - Bridge Engineering, 165(4), 207-214.
  37. Thomson, D. (1981), Load tests on highway bridges: a review, TRRL Crowthorne.
  38. Wroth, C.P. (1962), "The Hammersmith Flyover-site mesurements of prestressing losses and temperature movement", Proceedings of the Institution of Civil Engineers, 23(4), 601-624.

Cited by

  1. Modeling of Temperature Time-Lag Effect for Concrete Box-Girder Bridges vol.9, pp.16, 2016, https://doi.org/10.3390/app9163255
  2. Long-term strain measurements of traffic and temperature effects on an RC bridge deck slab strengthened with an R-UHPFRC layer vol.10, pp.2, 2016, https://doi.org/10.1007/s13349-020-00387-3