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Durability of flexible steel corrugated shell structures - theory and practice

Autorzy
Treść / Zawartość
Identyfikatory
Warianty tytułu
Konferencja
European Conference on Buried Flexible Steel Structures (3 ; 24-25.04.2017 ; Rydzyna, Polska)
Języki publikacji
EN
Abstrakty
EN
The technical issues described in this paper concern the durability aspects of buried flexible steel structures. It is well known that due to the nature of the bridge loads including buried flexible steel structures, they are particularly exposed to fatigue. Fatigue of steel structures - in this case corrugated steel plates - is closely related to such important parameters as safety and durability, and has direct impact on the service life of these structures. As these issues are very important, they are often analyzed by many research centers, with the present author contributing to the work of many of them. Fatigue reveals itself in the critical phase as fatigue cracks in structural steel, or in the joints. In such critical cases this leads to the exclusion of objects from the service. The fatigue of soil structure around the steel corrugated shell in the structures under analysis should also be taken into account. Fatigue in steel structures intensified by the occurrence of corrosion due to the operating conditions of the structures (negative environmental impact of water) is widespread. According to the author, proper construction of buried flexible steel structures and their maintenance undoubtedly increase the safety of users and extend the service life. At the end on the paper the author describes one of the methods of increasing the durability of shell structures by reinforcing the soil using a geotextile geomembrane.
Rocznik
Tom
Strony
347--361
Opis fizyczny
Bibliogr. 20 poz., rys.
Twórcy
  • Head of Road and Bridges Department, University of Zielona Góra, Poland
Bibliografia
  • [1] Baht B. Soil-steel structure response to live loads. Journal of Geotechnical and Geoenvironmental Engineering, Volume 107, NY, USA, 1981.
  • [2] Brandt A. The durability of engineering structures. International Conference Eco-Bridge Durable Bridges in the Environment. Kielce 2006.
  • [3] Cywiński Z.: Case the suitability of steel bridges. Scientific - Technical Conference "Methods of Testing and Condition Assessment of Steel Bridges". Gdańsk 1984.
  • [4] Janusz L., Madaj A: Steel corrugated soil-shell structures. Design and construction. WKŁ Wrocław 2007.
  • [5] Łybża D. and All. Analysis of a soil-steel structure under varying water conditions. Bridges no 1/2017.
  • [6] Machelski Cz. Calculation of soil-shell structures. Lower Silesia Educational Publishers. Wroclaw Series of Bridge Engineering. Wroclaw 2008.
  • [7] Pettersson L., Sundquist H. Design of soil steel pipe bridges, Technical report 58, Dept, of bridge and structural engineering, KTH Stockholm 2000.
  • [8] Rowińska W., A. Wysokowski, Pryga A: The recommendations for design and construction of flexible steel corrugated shell structures, GDDKiA- IBDiM Żmigród, 2004.
  • [9] Rusiński E., Czmochowski J., Smolnicki T.: Advanced finite element method in bearing structures, University of Technology Press, Wroclaw 2000.
  • [10] Wysokowski A.: The recommendations of design, construction and maintenance of wildlife crossings - unifying issues. 6th International Conference on Environment and Aesthetics in Civil Engineering. Kazimierz Dolny 2014.
  • [11] Wysokowski A., Janusz L.: Bridge flexible shell structures. Laboratory destructive testing. Failures during construction and exploitation. 23rd Conference of the scientific and technical failures Building 2007 Szczecin-Międzyzdroje 2007.
  • [12] Wysokowski A., Janusz L.: General Conclusions based on the testing of various type of shell soil bridge structure in laboratory in natural scale. 2nd European Conference "Buried flexible steel structures Rydzyna 2007". Archives of the Institute of Civil Engineering, Publishing House of Poznan University of Technology, Poznań 2007.
  • [13] Wysokowski, A. Howis, J. Influence of test results on the manner of constructing culverts and animals passages made as buried flexible steel structures. Archives of the Institute of Civil Engineering University of Technology. Volume No. 12, 2012.
  • [14] Wysokowski A., Howis J. Durability of culverts for a variety of material solutions. ’’Wroclaw Bridge Days. Durability of Bridges” Conference. Wroclaw 2012.
  • [15] Wysokowski A., Howis J.: Durability of culverts. Construction Materials No. 5/2013.
  • [16] Wysokowski A., Pryga A. The service life of buried flexible shell structures. 5th National Conference on Science and Technology. Problems of Design, Construction and Maintenance of Small and Medium Span Bridges. Wroclaw 2004.
  • [17] Wysokowski A., Rowińska W., Adesiyun A., Czerepak A. Failure of culvert caused by a lack of management and maintenance of road. Road Construction 7/2000.
  • [18] Wysokowski A., Rowińska, Czerepak A., Janusz L.: Aesthetic aspects of buried flexible corrugated structures. Archivolta 4/2000.
  • [19] Wysokowski A., Vaslestadt J.: Full scale fatigue testing of large-diameter multiplate corrugated steel culverts. Archives of civil engineering XLVIII 1/2002.
  • [20] Wysokowski A., Vaslestad J., Pryga A.: Resistance to fatigue of modem flexible steel corrugated culverts. Steel Structures No. 5 (42) August 2000.
Uwagi
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-82a2fda9-0e82-44bc-a093-73386c986a5f
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