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Behaviour of steel-soil bridge structure made of corrugated plates under field load tests. Part 1: Static research

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Języki publikacji
EN
Abstrakty
EN
The way in which a new road bridge made from Super Cor steel plates was tested is described and the test results, for three static load schemes in which one ballasting vehicle (a Scania truck) was used as the load, are presented. The tested bridge has a box structure and it is located on the Giman River in Giman, Sweden on the Bracke - Holm road. The bridge has an effective span of 12.315 m and a clear height of 3.555 m. The steel shell of the span is founded on two reinforced concrete continuous foundations. The average measured displacements and unit strains (normal stresses) in selected points and elements of the steel shell structure were found to be much smaller than the ones calculated for the same load. The conclusions drawn from this research can be useful for assessing the behaviour of such steel shells and their interaction with the surrounding backfill. Since such steel-soil structures are used more and more often for small and medium-sized bridges on road and railway lines in Poland and in the world, the conclusions from the static load tests can be generalized to a whole class of similar bridge structures.
Słowa kluczowe
Rocznik
Strony
3--34
Opis fizyczny
Bibliogr. 17 poz., il., rys., tab.
Twórcy
autor
autor
  • Wrocław University of Technology, Civil Engineering Institute, Bridge Divison, Wyspiańskiego 27, 50-370 Wrocław, Poland, zbigniew.manko@pwr.wroc.pl
Bibliografia
  • 1. D. BĘBEN, Z. MAŃKO, First in Scandinavia bridge made from Super Cor steel corrugated plates [in Polish], Bezpieczne Drogi, 11, 59, 18-22, 2003.
  • 2. D. BĘBEN, Dynamic tests of road bridge made from steel corrugated plates [in Polish], Scientific Papers of Silesian Technical University, Building Engineering Series, Proc. of the 4th Conference of PhD students of Building Engineering Faculties, Gliwice - Wisła, 20-21, 79-86, 2003.
  • 3. D. BĘBEN, Z. MAŃKO, L. JANUSZ, J. VASLESTAD, Tests of Gimän (Sweden) road bridge's steel shell made from corrugated plates Super Cor SC-5ĄB type, carried out during back-filling [in Polish], Proc. of the 2nd Scientific-Technical Symposium on Bridge Testing and Diagnostics, Opole, 9-11 April, 31-67, 2003.
  • 4. D. BĘBEN, Z. MAŃKO, xzperimental investigations of road bridge's steel corrugated-plate shell during backfilling [in Polish], Roads and Bridges Research Institute's Quarterly “Drogi i Mosty", 2, 15-39, Warszawa 2004.
  • 5. D. BĘBEN, Z. MAŃKO, Static tests of road corrugated plate bridge [in Polish], Roads and Bridges Research Institute's Quarterly "Drogi i Mosty", Warszawa, 3, 5-30, 2003.
  • 6. D. BĘBEN, Z. MAŃKO, Tests of road bridge madę from steel corrugated plates Super Cor [in Polish], Proc. of the 48th Scientific Conference of Polish Academy of Sciences Civil Engineering Committee and Polish Association of Construction Engineers and Technicians Scientific Committee, Scientific and Research Building Engineering Problems, Opole-Krynica, 15-20 September, 4, 167-174, Krynica 2002.
  • 7. Z. MAŃKO, D. BĘBEN, Acceptance tests of prototype arch road bridge made from steel plates [in Polish], Inżynieria i Budownictwo, 58, 9, 506-509, 2002.
  • 8. B. BEDNAREK, L. JANUSZ, Ł.MIELNIK A. WYSOKOWSKI, Tests of natural-size steel corrugated-sheet box culvert. Comparative analysis of stresses in structure ‘s wall during filling with earth and under static load [in Polish], Proc. of the 2nd Scientific-Technical Symposium on Bridge Diagnostics and Testing, Opole, 9-11 April, 23-29, 2003.
  • 9. A. MADAJ, J. VASLESTAD, L. JANUSZ, In situ tests of steel corrugated-sheet culvert used for retrofitting railway frame overpass [in Polish], Proc. of the 9th Seminar on Modern Methods of Reinforcing and Retrofitting Bridges, Poznań-Kiekrz, 8-9 June, 106-117, 1999.
  • 10. J. VASLESTAD, Long-span corrugated steel structure at Dover. Observations of earth pres-sure, stresses, deformations and temperature [in Norwegian], Internal Report, no. 1134, Norwegian Road Research Laboratory, Oslo 1987.
  • 11. J. VASLESTAD, Long-term behaviour of flexible large-span culverts, Transportation Research Record no. 1231, Transportation Research Board, Washington D.C., 14-24, 1990.
  • 12. T. C MCCAVOUR., P. M. BYRNE, T. D. MORRISON, Long span reinforced steel box cul-verts, Transport Research Board Committee A2C06, Culverts and Hydraulic Structures, Washington, January 13, 1998.
  • 13. A. WYSOKOWSKI, L. KORUSIEWICZ, B. KUNECKI Report on tests carried out on Multi-Plate culverts and DV/AROT OPTIMA pipes. Part I: MultiPlate (TW 26999/W-37Ą), Roads and Bridges Institute, Żmigród-Węglewo, February 1999.
  • 14. A. MADAJ, B. BEDNAREK, L. JANUSZ, J. VASLESTAD, Tests of steel corrugated-plate structure used to reinforce steel culvert, carried-out after one year of service [in Polish], Proc. of the 13th Seminar on Modern Methods of Reinforcing and Retrofitting Bridges, Poznań-Kiekrz, 17-18 June 173-181, 2003.
  • 15. I. D. MOORE, R. W. I. BRACHMAN, Three dimensional analysis of flexible circular culvert, Journal of Geotechnical Engineering, ASCE, vol. 120, no. GT10, 1829-1844, 1994.
  • 16. J. M.ROTTER, P. T. JUMIKIS, Nonlinear strain displacement relations for axi-symmetric thin shell, Research Report R563. School of Civil and Mining Engineering, University of Sydney, New South Wales, Australia, 1998.
  • 17. L. PETTERSSON, H. SUNDQUIST, Design of long span metal culverts, Report no. 58, Royal Institute of Technology, Department of Structure Engineering, Stockholm, September 2001.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPB2-0018-0001
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