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The Use of the Collocation Algorithm for Estimating the Deformations of Soil-Shell Objects Made of Corrugated Sheets

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Języki publikacji
EN
Abstrakty
EN
The algorithm presented in this paper is intended for the analysis of deformations of shells in the construction phase of soil-shell objects when strain gauges and geodetic measurements are used. During the construction of such an object, large displacement values occur and the impact of axial forces on the displacement of a corrugated metal sheet is small. Internal forces (strain gauges), as well as the displacements of a selected circumferential band of the shell are determined directly from such observations. The paper presents two examples of the analysis of large span shell structures of constructed objects, as well as the assessment of the effectiveness of the finite difference method (FDM) in beam schemes. Good deformation mapping was indicated using the collocation algorithm and the differential approach to the solution when there is a dense mesh and regular distribution of measuring points. In the analysed examples, a significant divergence between the support conditions adopted in the FEM calculation models and the actual static conditions in the objects was indicated. The collocation algorithm is especially designed for such situations. Collocation points in such a solution are used to consider a beam – separated from a structure and without boundary constraints, but with specific changes in curvature – as a reference system, which is determined from the geodetic measurements of two collocation points.
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Rocznik
Strony
319--329
Opis fizyczny
Bibliogr. 25 poz., rys., tab.
Twórcy
  • Department of Bridges and Railways, Faculty of Civil Engineering, Wroclaw University of Science and Technology
Bibliografia
  • [1] Ahmed M.R., Tran V.D.H., Meguid M.A. : On the role of geogrid reinforcement in reducing earth pressure on buried pipes: experimental and numerical investigations, Soils and Foundations, 55 (3) (2015) 588–599.
  • [2] Amir S., Ghannadpour M., Kiani P. : Nonlinear spectral collocation analiysis of imperfect functionally graded plates under end-shortening. Structural Engineering and Mechanics. Vol. 66, No 5 2018 pp. 557–568.
  • [3] Asp O., Laaksonen A.: Instrumentation and FE-analysis of a large span culvert built under railway. Structural Engineering International, vol. 26, no 4/2016 pp. 357–364.
  • [4] Barbak P.M., Barbak P.P. : Metod sietok w zadaczach rasczeta stroitielnych konstrukcji. Stroizdat, Moskwa 1977.
  • [5] Bęben D.: Experimental study on the dynamic impacts of service train loads on corrugated steel plate culvert. Journal of Bridge Engineering ASCE, 18(4), (2014), 339–346.
  • [6] Bęben D.: Numerical analysis of soil-steel bridge structure. The Baltic Journal of Road and Bridge Engineering 4 (2009) pp. 13–21.
  • [7] Cecot W., Milewski S., Orkisz J. : Determination of Overhead Power Line Cabeles Configuration by FEM and Meshless FDM. International Journal of Computetional Methods. Vol. 15 No. 2 (2018).
  • [8] Łydżba D., Różański A., Sobótka M., Stefaniuk D., Chudy G., Wróblewski T.: Mechanical behaviour of soil-steel structure subjected to live load and different water conditions. Archives of Institute of Civil Engineering. (2017) 23, 163–174.
  • [9] Machelski C., Soil-steel structure shell displacements functions based on tensometric measurements. Studia Geotechnica et Mechanica, No 2 2018).
  • [10] Machelski C., Effects of surrounding earth on shell during construction of flexible bridge structure. Studia Geotechnica et Mechanica, No 2 2019)
  • [11] Machelski C.: Estimation the interaction effects of backfill on the shell in the soil-steel structure based on deformation of the shell. Przegląd Komunikacyjny 11/2016
  • [12] Machelski C., Janusz L.: Application of Results of Test in Developing 2D Model for Soil-Steel Railway Bridges. Journal of the Transportation Research Board. Solid Mechanic, 1 (2017), 70–75.
  • [13] Machelski C., Mońka M., Tomala P.: Monitoring of soil-steel structures during construction. Journal of Current Construction Issues 2/2019, 159–168.
  • [14] McVay M., Papadopoulos P. : Long term behavior of buried large-span culverts, Journal of Geotechnical Engineering, 112 (4) (1986), 424–442,
  • [15] Mellat, A. Anderson, L. Pettersson, Karuomi R.: Dynamic analysis of a short span soil-steel composite bridge for railways traffic using field measurements and numerical modelling. Engineering Structures, 69, 2014, 49–61.
  • [16] Milewski S. : Meshless Finite Difference Method with Higher Order Approximation-Applications in Mechanics. Arch. Comput. Methods Eng. (2012) 19 :1–49
  • [17] Muszyński, Z., Rybak, J.: Evaluation of terrestrial laser scanner accuracy in the control of hydrotechnical structures. Studia Geotechnica et Mechanica, No 39(4), 2017, 45–57
  • [18] Orkisz J. : Finite Difference Method (part III). Handbook of Computetional Solid Mechanics 336–431. Springer-Verlag, 1998.
  • [19] Sobótka M. Numerical simulation of hysteretic live load effect in soil-steel bridge. Studia Geotechnika et Mechanica. (2014) 36.1. 103–109.
  • [20] Sobótka, M. (2020). Shape optimization of flexible soil-steel culverts taking non-stationary loads into account. Structures, 23, 612–620.
  • [21] Sobótka, M., & Łydżba, D. (2019). Live load effect in soil-steel flexible culvert: role of apparent cohesion of backfill. European Journal of Environmental and Civil Engineering, 1–15.
  • [22] Sobótka, M., & Machelski, C. (2016). Hysteretic live load effect in soil-steel structure. Engineering Transactions, 64(4), 493–499.
  • [23] Tomala P., Nowak M., Samolewski W., Szyszka M.: Soil- Steel Composite Structure Monitoring During Bacfilling and Uncovering – Observations and Remarks. Conf. Transportation Research Board of Nationals Academies, Washington D.C., 12–15 January 2019.
  • [24] White T, Sargand S., Massada T.:, Evaluation of load rating procedure for metal culverts under shallow soil covers. Archives of Institute of Civil Engineering 23/2017, 311–323.
  • [25] Yu W.S., Li Z.L., Xie X.R., Guo L.Y. : Experimental study on earth pressure of corrugated steel culvert under high fill embankment, Applied Mechanics and Materials, 405-408 (2013) 1815–1819.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-16ff2615-1091-4538-9f7d-ef9f1cd8b6ba
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