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Modelling the non-linear behaviour of the pot bearings of railway bridge KW51

 Modelling the non-linear behaviour of the pot bearings of railway bridge KW51
Autor(en): , , ORCID
Beitrag für IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021, veröffentlicht in , S. 404-411
DOI: 10.2749/ghent.2021.0404
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Railway bridge KW51 in Leuven, Belgium, has been monitored since October 2018 with the aim of constructing a digital twin, i.e. a virtual representation that mimics the behaviour of the actual stru...
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Bibliografische Angaben

Autor(en): (Department of Civil Engineering, KU Leuven, Leuven, Belgium)
(Department of Civil Engineering, KU Leuven, Leuven, Belgium)
ORCID (Department of Civil Engineering, KU Leuven, Leuven, Belgium)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021
Veröffentlicht in:
Seite(n): 404-411 Anzahl der Seiten (im PDF): 8
Seite(n): 404-411
Anzahl der Seiten (im PDF): 8
DOI: 10.2749/ghent.2021.0404
Abstrakt:

Railway bridge KW51 in Leuven, Belgium, has been monitored since October 2018 with the aim of constructing a digital twin, i.e. a virtual representation that mimics the behaviour of the actual struc- ture. A linear finite element model of the bridge was updated using measurements carried out on the bridge. The pot bearings of the bridge, however, are found to behave in a non-linear way. This paper describes a methodology to account for this non-linear behaviour in the model, where friction in the bearings is accounted for by means of non-linear Bouc-Wen elements. The first results are presented, showing that the overall non-linear behaviour of the bearings during a train passage is well captured but that further research is needed to calibrate the model parameters.

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