Engineering modelling of structural details of a bridge

Stefan Pradelok


Department of Roads and Bridges; Faculty of Civil Engineering; Silesian University of Technology (Poland)
https://orcid.org/0000-0003-1902-1269

Piotr Bętkowski


Department of Roads and Bridges; Faculty of Civil Engineering; Silesian University of Technology (Poland)
https://orcid.org/0000-0003-0131-7715

Adam Rudzik


Department of Roads and Bridges; Faculty of Civil Engineering; Silesian University of Technology (Poland)

Piotr Łaziński


Department of Roads and Bridges; Faculty of Civil Engineering; Silesian University of Technology (Poland)
https://orcid.org/0000-0002-6752-0460

Abstract

This paper presents a method of engineering modelling of structural details, which enables the analysis of local static and dynamic effects in a complex structure with the use of a personal computer. An analysed structural detail, modelled with the use of shell finite elements, is mounted to a spatial truss member system. Then, on the basis of prepared computational model, a static or dynamic analysis is carried out. The proposed model allows to detect the local effects in a theoretical. Conducted analyses confirmed the correct operation of such a computational model. Hence, the method of modelling presented in this paper allows to analyse the local effects on ordinary personal computer and more importantly, the results of such calculations are available within a relatively short period of time. The calculations are carried out by analysing the local effects in a steel node of the truss railway bridge.


Keywords:

computational model, engineering modelling, structural detail, local effects, bridge

Pradelok S. Przyczyny pękania węzłów kratowego ustroju nośnego pewnego typu mostu kolejowego. Rozprawa doktorska, Politechnika Śląska, Gliwice 2004. Dostępne w Internecie: http://delibra.bg.polsl.pl
  Google Scholar

Pradelok S. Dynamic tests of certain lattice girder railway bridge type nodes. Proceedings of EVACES'09. International Conference on Experimental Vibration Analysis for Civil Engineering Structures, Wrocław, 14-16 October 2009, s. 221-222.
  Google Scholar

Pradelok S. Analiza dynamiczna lokalnych wpływów w szczególe konstrukcyjnym. VI Ogólnopolska Konferencja Mostowców, Wisła, 2012, s. 199-208. Dostępne w Internecie: http://www.mostyslaskie.pl/-referaty-w-formacie-pdf-
  Google Scholar

Pradelok S. The Influence of Higher Modes Vibrations on Local Cracks in Node of Lattice Girders Bridges. Archives of Civil Engineering, LVIII, 2, 2012, Warszawa 2012, s. 209-221. Dostępne w Internecie: http://ace.czasopisma.pan.pl/18-archives-of-civil-engineering/wydania/411-no-2--2012
DOI: https://doi.org/10.2478/v.10169-012-0013-0   Google Scholar

Pradelok S. Tests of local vibration in the node of a truss bridge. Journal Architecture Civil Engineering Environment, 2012 vol. 5 no. 4, s. 55-62. Dostępne w Internecie: http://www.acee-journal.pl/1,7,25,Issues.html
  Google Scholar


Published
2013-06-11

Cited by

Pradelok, S. (2013) “Engineering modelling of structural details of a bridge”, Budownictwo i Architektura, 12(2), pp. 055–062. doi: 10.35784/bud-arch.2073.

Authors

Stefan Pradelok 

Department of Roads and Bridges; Faculty of Civil Engineering; Silesian University of Technology Poland
https://orcid.org/0000-0003-1902-1269

Authors

Piotr Bętkowski 

Department of Roads and Bridges; Faculty of Civil Engineering; Silesian University of Technology Poland
https://orcid.org/0000-0003-0131-7715

Authors

Adam Rudzik 

Department of Roads and Bridges; Faculty of Civil Engineering; Silesian University of Technology Poland

Authors

Piotr Łaziński 

Department of Roads and Bridges; Faculty of Civil Engineering; Silesian University of Technology Poland
https://orcid.org/0000-0002-6752-0460

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