Static and Dynamic Analysis of the Railway Bridge on the Line Devínska Nová Ves - Štúrovo (The Red Bridge) at km 51.368
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Bibliographic Details
| Author(s): |
Lubomir Turinic
Martin Huekl |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013 | ||||
| Published in: | IABSE Conference, Rotterdam, May 2013 | ||||
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| Page(s): | 168-169 | ||||
| Total no. of pages: | 6 | ||||
| Year: | 2013 | ||||
| DOI: | 10.2749/222137813806474705 | ||||
| Abstract: |
Toward the end of 2011 a static and dynamic analysis of the railway bridge situated at km 51.368 of the line Devínska Nová Ves – Štúrovo have been carried out. Calculations were performed to assess the bridge carrying capacity with regard to the load imposed to it by rail traffic and to analyse the effects of various burden types on its stress state, particularly on its rail deck and its main beams. The dynamic analysis investigated the effects of service load at various speeds to determine critical points of the structure. The evaluated stress range spectra resulting from a train passage have served to determine the residual life of the Red Bridge structure. |
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| Keywords: |
steel bridge load carrying capacity Dynamic effects/vibrations Assessment/ Repair
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