Corrugated Shell Displacements During the Passage of a Vehicle Along a Soil-Steel Structure


Corrugated steel plates are highly rigid and as the constructions can be immersed in soil, they can be used as soil-steel structures. With an increase of cover depth, the effectiveness of operating loads decreases. A substantial reduction of the impacts of vehicles takes place as a road or rail surface with its substructure is crucial. The scope of load’s impact greatly exceeds the span L of a shell. This article presents the analysis of deformations of the upper part of a shell caused by a live load. One of the assumptions used in calculations performed in Plaxis software was the circle-shaped shell and the circumferential segment of the building structure in the 2D model. The influence lines of the components of vertical and horizontal displacements of points located at the highest place on the shell were used as a basis of analysis. These results are helpful in assessing the results of measurements carried out for the railway structure during the passage of two locomotives along the track. This type of load is characterized by a steady pressure onto wheels with a regular wheel base. The results of measurements confirmed the regularity of displacement changes during the passage of this load.

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  • [1] BĘBEN D., Experimental Study on the Dynamic Impacts of Service Train Loads on Corrugated Steel Plate Culvert, Journal Bridge Engineering, 2013, 18(4), 339-346.

  • [2] MACHELSKI C., Stiffeness of railway soil-steel structures, Studia Geotechnika et Mechanica, 2015, No. 4, 29-36.

  • [3] MACHELSKI C., Kinematic method for the determination of influence function of internal force in the steel shell of soil-steel structures, Studia Geotechnika et Mechanica, 2010, No. 3, 27-40.

  • [4] PEYMANN M., ANDERSON A., PETTERSSON L., KARUOMI R., Dynamic behavior of a short span soil-steel composite bridge for high-speed railways-field measurements and FE analysis, Engineering Structures, Stockholm 2007.

  • [5] SOBÓTKA C., Numerical simulation of hysteretic live load effect in soil-steel bridge, Studia Geotechnika et Mechanica, 2014, 36.1, 103-109.

  • [6] ROWIŃSKA W., TŁUSTOCHOWSKI J., Report from the scientific supervision of the execution of corrugated steel structure Multiplate MP150/Arot Via 9912 km of the Wrocław-Międzylesie line in Krosnowice, IBDiM, Żmigród-Węglewo, 1998.

  • [7] MACHELSKI C., MICHALSKI J.B., JANUSZ L., Deformation Factors of Buried Corrugated Structures, Journal of the Transportation Research Board, Solid Mechanic, Transportation Research Board of Nationals Academies, Washington D.C., 2009, 70-75.

  • [8] MACHELSKI C., Dependence of deformation of soil-shell structure on the direction of load passage, Bridge and Road, 2014, 13, 223-233.

  • [9] BAKHT B., Soil-steel structure response to live loads, Journal of Geotechnical and Geoenvironmental Engineering, 107 ASCE 16316 Proceedings, 1981.

  • [10] BAYOGLU FLENER E., Testing the response of box-type soilsteel structures under static service loads, Journal of Bridge Engineering, 2009, 15.1, 90-97.

  • [11] KATONA M., McGRATH T., Guideline for Interpreting AASHTO Specifications to Design or Evaluate Buried Structures with Comprehensive Solution Methods, Transportation Research Record. Journal of the Transportation Research Board, 2007, 2028.1, 211-217.

  • [12] MANKO Z., BĘBEN D., Influence of road pavement on behaviour of soil-steel bridge structure, Der Stahlbau, 2007, 76, H. 12, 905-915.


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