Translations in bridge bearings due to traffic and temperature loads based on a finite element analysis and measurements
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Détails bibliographiques
| Auteur(s): |
Niels Kostense
Martijn de Boer Cor P. M. Kuilboer Johan S. Leendertz |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013 | ||||
| Publié dans: | IABSE Conference, Rotterdam, May 2013 | ||||
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| Page(s): | 398-399 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| Année: | 2013 | ||||
| DOI: | 10.2749/222137813806501849 | ||||
| Abstrait: |
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. |
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| Mots-clé: |
caisson appuis de ponts
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