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Numerical simulation of hysteretic live load effect in a soil-steel bridge

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper presents numerical simulation of hysteretic live load effect in a soil-steel bridge. The effect was originally identified experimentally by Machelski [1], [2]. The truck was crossing the bridge one way and the other in the full-scale test performed. At the same time, displacements and stress in the shell were measured. The major conclusion from the research was that the measured quantities formed hysteretic loops. A numerical simulation of that effect is addressed in the present work. The analysis was performed using Flac finite difference code. The methodology of solving the mechanical problems implemented in Flac enables us to solve the problem concerning a sequence of load and non-linear mechanical behaviour of the structure. The numerical model incorporates linear elastic constitutive relations for the soil backfill, for the steel shell and the sheet piles, being a flexible substructure for the shell. Contact zone between the shell and the soil backfill is assumed to reflect elastic-plastic constitutive model. Maximum shear stress in contact zone is limited by the Coulomb condition. The plastic flow rule is described by dilation angle ψ = 0. The obtained results of numerical analysis are in fair agreement with the experimental evidence. The primary finding from the performed simulation is that the slip in the interface can be considered an explanation of the hysteresis occurrence in the charts of displacement and stress in the shell.
Wydawca
Rocznik
Strony
103--109
Opis fizyczny
Bibliogr. 19 poz., rys.
Twórcy
autor
  • Institute of Geotechnics and Hydrotechnics, Wrocław University of Technology, Wybrzeże Wyspiańskiego 27, 50-370 Wrocław, Poland
Bibliografia
  • [1] MACHELSKI C., Modelling of soil-steel bridge structures, (in Polish), DWE, Wrocław, 2008.
  • [2] MACHELSKI C., ANTONISZYN G., MICHALSKI B., Live load effects on a soil-steel bridge founded on elastic supports, Studia Geotechnica et Mechanica, 2006, 28, 2–4, 65–82.
  • [3] ANTONISZYN G., Is the road pavement structural element of the bridge?, Geoengineering: roads, bridges, tunnels, (in Polish), 2009, 3, 76–79.
  • [4] JANUSZ L., MADAJ A., Engineering structures made form corrugated plates, (in Polish), WKiL, Warsaw, 2007.
  • [5] ELSHIMI T.M., Three-dimensional Nonlinear Analysis of Deep-corrugated Steel Culverts, 2011.
  • [6] KATONA M.G., A simple contact–friction interface element with applications to buried culverts, International Journal for Numerical and Analytical Methods in Geomechanics, 1983, 7, 371–384.
  • [7] LOUGHEED A., Limit States Testing of a Buried Deep-Corrugated Large-Span Box Culvert, 2009.
  • [8] MACDONALD L., Numerical modelling of vehicle loads on buried orthotropic steel shell structures, Diss., 2010.
  • [9] MACHELSKI C., ANTONISZYN G., Influence of live loads on the soil-steel bridges, Studia Geotechnica et Mechanica, 2004, 26, 3–4, 91–119.
  • [10] MADAJ A., STURZBECHER K., Changes in stress level in a corrugated steel structure under long-term loads, Archives of Institute of Civil Engineering. Poznan University of Technology, 2012, 175–184.
  • [11] EL-SAWY K.M., Three-dimensional modeling of soil-steel culverts under the effect of truckloads, Thin-Walled Structures, 2003, 41, 8, 747–768.
  • [12] KORUSIEWICZ L., KUNECKI B., Behaviour of the steel boxtype culvert during backfilling, Archives of Civil and Mechanical Engineering, 2011, 11, 3, 637–650.
  • [13] KUNECKI B., Full-scale test of corrugated steel culvert and FEM analysis with various static systems, Studia Geotechnica et Mechanica, 2006, 28, 2–4, 5–19.
  • [14] KUNECKI B., KUBICA E., Full-scale laboratory tests and FEM analysis of corrugated steel culverts under standardized railway load, Archives of Civil and Mechanical Engineering, 2004, 4, 4, 41–53.
  • [15] MACHELSKI C., MARCINOWSKI ., Numerical modelling of moving load effect in a soil-steel bridge, Archives of Institute of Civil Engineering, Poznań University of Technology, 2007, 155–165.
  • [16] FLAC. Fast Lagrangian Analysis of Continua. User’s Guide. Itasca Consultig Group Inc. Minneapolis, 2001.
  • [17] PN-81/B-03020 – Building soils. Foundation bases. Static calculation and design” (in Polish).
  • [18] MACHELSKI C., Deformation of steel shells in soil-steel structures during backfilling, Geoengineering: roads, bridges, tunnels, (in Polish), 2010, 6, 24–30.
  • [19] MICHALSKI J.B., MICHALSKI B., Characteristics of prestressing in soil-steel structures, (in Polish) Archives of Institute of Civil Engineering. Poznań University of Technology, 2010, 8, 215–244.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-69597c5f-ec32-4cb7-b77b-bb40c90fdcd4
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