Engineering modelling of structural details of a bridge
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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.
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References
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
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.
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-
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
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
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