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Translations in bridge bearings due to traffic and temperature loads based on a finite element analysis and measurements

 Translations in bridge bearings due to traffic and temperature loads based on a finite element analysis and measurements
Autor(en): , , ,
Beitrag für IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013, veröffentlicht in , S. 398-399
DOI: 10.2749/222137813806501849
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This study examines translations (or slide paths) of sliding elements in bridge bearings that occur in practice, due to traffic and temperature loads. A finite element model is made of a concrete b...
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Bibliografische Angaben

Autor(en):



Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013
Veröffentlicht in:
Seite(n): 398-399 Anzahl der Seiten (im PDF): 8
Seite(n): 398-399
Anzahl der Seiten (im PDF): 8
Jahr: 2013
DOI: 10.2749/222137813806501849
Abstrakt:

This study examines translations (or slide paths) of sliding elements in bridge bearings that occur in practice, due to traffic and temperature loads. A finite element model is made of a concrete box girder bridge and results near the supports are analysed. In addition to the finite element model, measurements are carried out on the bridge itself. During the period of one year the bridge is monitored with respect to the translations and rotations of the bearings, temperature of the bridge and stresses at midspan.

Stichwörter:
Hohlkasten Finite-Elemente-Analyse Lebensdauer Verschleiß Brückenlager Betonbrücke Monitoring