Have a personal or library account? Click to login
Displacements of shell in soil-steel bridge subjected to moving load: determination using strain gauge measurements and numerical simulation Cover

Displacements of shell in soil-steel bridge subjected to moving load: determination using strain gauge measurements and numerical simulation

Open Access
|Mar 2022

References

  1. Abdel-Sayed G, Salib SR. Minimum depth of soil cover above soil–steel bridges. Journal of Geotechnical and Geoenvironmental Engineering. 2002;128(8):672–681.
  2. Barkhordari MA, Abdel-Sayed G. The parameters controlling the strength of soil-steel structures. International Journal of Engineering Science (Tehran). 2001;12(3):77–86.
  3. Bayoglu Flener E. Testing the response of box-type soil-steel structures under static service loads. Journal of Bridge Engineering. 2010;15(1):90–97.
  4. Bayoglu Flener E, Karoumi R. Dynamic testing of a soil–steel composite railway bridge. Engineering structures. 2009;31(12):2803–2811
  5. Brachman RWI, Moore ID, Mak AC. Ultimate limit state of deep-corrugated large-span box culvert. Transportation Research Record. 2010;2201(1):55–61.
  6. Bęben D. Experimental Study on the Dynamic Impacts of Service Train Loads on Corrugated Steel Plate Culvert. J Bridge Eng. 2013;18(4):339–346.
  7. Elshimi TM, Brachman RW, Moore ID. Effect of truck position and multiple truck loading on response of long-span metal culverts. Canadian Geotechnical Journal. 2014;51(2):196–207.
  8. Esmaeili M, Zakeri JA, Abdulrazagh PH. Minimum depth of soil cover above long-span soil-steel railway bridges. International Journal of Advanced Structural Engineering. 2013;5(1):7.
  9. Kunecki B. Field Test and Three-Dimensional Numerical Analysis of Soil–Steel Tunnel during Backfilling. Transportation Research Record. 2014;2462(1):55–60.
  10. Łydżba D, Różański A, Sobótka M, Stefaniuk D, Chudy G, Wróblewski T. Mechanical behaviour of soil-steel structure subjected to live loads and different water conditions. Arch Inst Civ Eng. 2017;23:163–174
  11. Machelski C. Dependence of deformation of soil-shell structure on the direction of load passage. Roads and Bridges 2014;13:223–233.
  12. Machelski C, Antoniszyn G. Load rate of the circumferential sector of soil-steel bridge structures. Archives of Civil and Mechanical engineering. 2005;5(4):85–102.
  13. Machelski C, Janusz L. Application of Results of Test in Developing 2D Model for Soil-Steel Railway Bridges. Conference Transportation Research Board of Nationals Academies, Washington D.C. 2017:70–75.
  14. Maleska T, Bęben D. Behaviour of the soil-steel bridge with different soil cover height under seismic excitations. Bridge Maintenance, Safety, Management, Life-Cycle Sustainability and Innovations. CRC Press; 2021;1801–1808.
  15. Maleska T, Bęben D. Numerical analysis of a soil-steel bridge during backfilling using various shell models. Engineering Structures. 2019;196:109358.
  16. Maleska T, Bęben D, Nowacka J. Seismic vulnerability of a soil-steel composite tunnel–Norway Tolpinrud Railway Tunnel Case Study. Tunnelling and Underground Space Technology. 2021;110: 103808.
  17. Mańko Z, Bęben, D. Research on steel shell of a road bridge made of corrugated plates during backfilling. Journal of Bridge Engineering. 2005;10(5):592–603.
  18. Mellat P, Anderson A, Pettersson L, Karuomi R. Dynamic analysis of a short span soil-steel composite bridge for railways traffic using field measurements and numerical modelling. Eng Struct. 2014;69:49–61.
  19. Pettersson L, Flener EB, Sundquist H. Design of soil–steel composite bridges. Structural Engineering International. 2015;25(2):159–172.
  20. Pittino G, Golser J. Structural plate steel underpasses during backfilling-how to minimize the bending moment. FLAC and Numerical Modeling in Geomechanics. 2006:001–007.
  21. Sobótka M. Numerical simulation of hysteretic live load effect in soil-steel bridge. Stud Geotech Mech. 2014;36(1):103–109.
  22. Sobótka M. Shape optimization of flexible soil-steel culverts taking non-stationary loads into account. Structures. 2020;23:612–620.
  23. Sobótka M, Łydżba D. Live load effect in soil-steel flexible culvert: role of apparent cohesion of backfill. Eur J Environ Civ Eng. 2019:1–15.
  24. Sobótka M, Machelski C. Hysteretic live load effect in soil-steel structure. Eng Trans. 2016;64(4):493–499.
  25. Taleb B, Moore ID. Metal culvert response to earth loading: performance of two-dimensional analysis. Transportation Research Record. 1999;1656(1):25–36.
  26. Tomala P, Machelski C. Construction of the soil-steel structure with use of UltraCor corrugation (in Polish). Archives of Institute Of Civil Engineering. 2017;24:359–368
  27. Wadi A. Soil-Steel Composite Bridges: Research advances and application. Doctoral dissertation: Kungliga tekniska högskolan; 2019.
  28. Wadi A, Pettersson L, Karoumi R. Flexible culverts in sloping terrain: Numerical simulation of soil loading effects. Eng Struct. 2015;101:111–124.
  29. Wadi A, Pettersson L, Raid K. FEM simulation of a full-scale loading-to-failure test of a corrugated steel culvert. Steel Compos Struct. 2018;27(2):17–227.
  30. Wysokowski A, Janusz L. General conlusions based on the testing of various types of corrugated flexible structures in laboratory in natural scale. Archives of Civil Engineering Institute. 2007:273–286.
  31. Zimmermann T, Truty A, Urbański A, Podleś K. ZSoil user manual. Zace Services; 2016.
DOI: https://doi.org/10.2478/sgem-2021-0028 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
Language: English
Page range: 26 - 37
Submitted on: Apr 23, 2021
Accepted on: Oct 4, 2021
Published on: Mar 31, 2022
Published by: Sciendo
In partnership with: Paradigm Publishing Services
Publication frequency: 4 times per year

© 2022 Czesław Machelski, Maciej Sobótka, Szczepan Grosel, published by Sciendo
This work is licensed under the Creative Commons Attribution 4.0 License.