Steel and Composite Structures

  • 제27권2호
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  • Pages.217-227
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  • 2018
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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FEM simulation of a full-scale loading-to-failure test of a corrugated steel culvert

  • Wadi, Amer (Division of Structural Engineering and Bridges, KTH Royal Institute of Technology) ;
  • Pettersson, Lars (Skanska Sweden AB) ;
  • Karoumi, Raid (Division of Structural Engineering and Bridges, KTH Royal Institute of Technology)
  • 투고 : 2018.01.18
  • 심사 : 2018.03.02
  • 발행 : 2018.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper utilizes 3D FEM to provide deeper insights about the structural behaviour of a 6.1 m span steel culvert, which was previously tested under extreme loading. The effect of different input parameters pertaining to the backfill soil has been investigated, where the structural response is compared to field measurements. The interface choice between the steel and soil materials was also studied. The results enabled to realize the major influence of the friction angle on the load effects. Moreover, the analyses showed some differences concerning the estimation of failure load, whereas reasons beyond this outcome were arguably presented and discussed.

키워드

참고문헌

  1. AASHTO (2012), LRFD Bridge Design Specifications, American Association of State Highway and Transportation Officials; Washington, DC, USA.
  2. Bayoglu Flener, E. (2010), "Testing the response of box-type soilsteel structures under static service loads", J. Bridge Eng., 15(1), 90-97. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000041
  3. Bayoglu Flener, E. and Karoumi, R. (2009), "Dynamic testing of a soil-steel composite railway bridge", Eng. Struct., 31(12), 2803-2811. https://doi.org/10.1016/j.engstruct.2009.07.028
  4. Beben, D. (2013), "Field performance of corrugated Steel plate road culvert under normal live-load conditions", J. Perform. Constr. Facil., 27(6), 807-817. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000389
  5. Beben, D. and Stryczek, A. (2016), "Numerical analysis of corrugated steel plate bridge with reinforced concrete relieving slab", J. Civil Eng. Manag., 22(5), 585-596. https://doi.org/10.3846/13923730.2014.914092
  6. Beben, D. and Wrzeciono, M. (2017), "Numerical analysis of steel-soil composite (SSC) culvert under static loads", Steel Compos. Struct., Int. J., 23(6), 715-726.
  7. Bowles, J.E. (1997), Foundation Analysis and Design, (5th Edition), McGraw-Hill Companies, New York, USA.
  8. Brachman, R.W.I., Moore, I.D. and Mak, A.C. (2010), "Ultimate limit state of deep-corrugated large-span box culvert", Transport. Res. Record, 2201, 55-61.
  9. CSA Canadian Standards Association (2014), Canadian Highway Bridge Design Code S6-14, (11th Edition), CSA Canadian Standards Association; Canada.
  10. Das, B.M. (2010), Principles of Geotechnical Engineering, (7th Edition), Cengage Learning, Stamford, USA.
  11. Dassault Systemes SIMULIA Corp (2017), Abaqus 2017.
  12. Duncan, J.M. (1978), "Soil-culvert interaction method for design of metal culverts", Transport. Res. Record, 678, 53-59.
  13. Duncan, J.M. (1979), "Behavior and design of long-span metal culverts", J. Geotech. Eng. Div., 105(3), 399-418.
  14. Duncan, J.M. and Chang, C.Y. (1970), "Nonlinear analysis of stress and strain in soils", J. Soil Mech. Found. Div., 96(SM 5), 1629-1653.
  15. El-Sawy, K.M. (2003), "Three-dimensional modeling of soil-steel culverts under the effect of truckloads", Thin-Wall. Struct., 41(8), 747-768. https://doi.org/10.1016/S0263-8231(03)00022-3
  16. Elshimi, T.M. (2011), "Three-dimensional nonlinear analysis of deep-corrugated steel culverts", Ph.D. Dissertation; Queen's University Ontario, Canada.
  17. Elshimi, T.M., Brachman, R.W.I. and Moore, I.D. (2013), "Effect of truck position and multiple truck loading on response of long-span metal culverts", Can. Geotech. J., 51(2), 196-207. https://doi.org/10.1139/cgj-2013-0176
  18. Kloppel, K. and Glock, D. (1970), "Theoretische und Experimentelle Untersuchungen zu den Traglastproblemen Biegeweicher, in die Erde Eingebetteter Rohre", Institutes fur Statik und Stahlbau der Technischen Hochschule Darmstadt, Darmstadt, Germany.
  19. Kunecki, B. and Kubica, E. (2004), "Full-scale laboratory tests and FEM analysis of corrugated steel culverts under standardized railway load", Arch. Civil Mech. Eng., 4, 41-53.
  20. Mayne, P.W. (2006), "The second James K. Mitchell lecture undisturbed sand strength from seismic cone tests", Geomech. Geoeng., 1(4), 239-257. https://doi.org/10.1080/17486020601035657
  21. McGrath, T.J., Moore, I.D., Selig, E.T., Webb, M.C., Taleb, B. (2002), "Recommended Specifications for Large-Span Culverts", NCHRP report 473, NCHRP Report, Transportation Research Board, Washington DC, USA.
  22. Mellat, P. andersson, A., Pettersson, L. and Karoumi, R. (2014), "Dynamic behaviour of a short span soil-steel composite bridge for high-speed railways - Field measurements and FE-analysis", Eng. Struct., 69, 49-61. https://doi.org/10.1016/j.engstruct.2014.03.004
  23. Mohammed, H. and Kennedy, J.B. (1995), "Simplified analysis of long-span soil-metal structures", J. Struct. Eng., 121(10), 1463-1470. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:10(1463)
  24. Moore, I.D. and Brachman, R.W. (1994), "Three dimensional analysis of flexible circular culverts", J. Geotech. Eng., 120(10), 1829-1844. https://doi.org/10.1061/(ASCE)0733-9410(1994)120:10(1829)
  25. Moore, I.D. and Taleb, B. (1999), "Metal culvert response to live loading: performance of three-dimensional analysis", Transport. Res. Record, 1656, 37-44.
  26. Pettersson, L. (2007), "Full scale tests and structural evaluation of soil steel flexible culverts with low height of cover", PhD Dissertation, Bulletin 93, KTH Royal Institute of Technology, Stockholm, Sweden.
  27. Pettersson, L. and Sundquist, H. (2014), "Design of Soil Steel Composite Bridges", Report 112, (5th Edition), KTH Royal Institute of Technology, Stockholm, Stockholm, Sweden.
  28. Pettersson, L., Flener, E.B. and Sundquist, H. (2015), "Design of soil-steel composite bridges", Struct. Eng. Int., 25(2), 159-172. https://doi.org/10.2749/101686614X14043795570499
  29. Plaxis bv (2016), Plaxis 2D Material Models Manual.
  30. Regier, C., Hoult, N.A. and Moore, I.D. (2017), "Laboratory study on the behavior of a horizontal-ellipse culvert during service and ultimate load testing", J. Bridge Eng., 22(3), 4016131, 1-14. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001016
  31. Simoni, A. and Houlsby, G.T. (2006), "The direct shear strength and dilatancy of sand-gravel mixtures", Geotech. Geol. Eng., 24(3), 523-549. https://doi.org/10.1007/s10706-004-5832-6
  32. Simpson, B., Hoult, N.A. and Moore, I.D. (2015), "Distributed sensing of circumferential strain using fiber optics during fullscale buried pipe experiments", J. Pipeline Syst. Eng. Practice, 6(4), 4015002, 1-10.
  33. Temporal, J., Barratt A.D. and Hunnibell, B.E.F. (1985), "Loading Tests on an ARMCO Pipe Arch Culvert", TRRL Research Report, England, 28 p.
  34. Wadi, A., Pettersson, L. and Karoumi, R. (2015), "Flexible culverts in sloping terrain: numerical simulation of soil loading effects", Eng. Struct., 101, 111-124. https://doi.org/10.1016/j.engstruct.2015.07.004
  35. Wadi, A., Pettersson, L. and Karoumi, R. (2016), "Flexible culverts in sloping terrain: numerical simulation of avalanche load effects", Cold Regions Sci. Technol., 124, 95-109. https://doi.org/10.1016/j.coldregions.2016.01.003
  36. White L.H. and Layer P.J. (1960), "The corrugated metal conduit as a compression ring", Proceedings of the 39th Annual Meeting of the Highway Research Board, Washigton DC, USA.
  37. Yeau, K.Y., Sezen, H. and Fox, P.J. (2014), "Simulation of behavior of in-service metal culverts", J. Pipeline Syst. Eng. Practice, 5 (2), 4013016, 1-8. https://doi.org/10.1061/(ASCE)PS.1949-1204.0000158

피인용 문헌

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