Schadensidentifikation mit modalen Parametern: Anwendung auf extern vorgespannte Hohlkastenbrücken
With a focus on the monitoring of concrete bridges, this study evaluates 19 different methods under realistic constraints. Then, the detailed numerical model of an unbonded post-tensioned box-girder bridge is created. There, nonlinear material laws, which have been validated by laboratory tests, are...
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| Formaat: | Elektronisch Hoofdstuk |
| Gepubliceerd in: |
KIT Scientific Publishing
2016
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| Reeks: | Karlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfung / Institut für Massivbau und Baustofftechnologie ; Materialprüfungs- und Forschungsanstalt Karlsruhe
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| Onderwerpen: | |
| Online toegang: | DOAB: download the publication DOAB: description of the publication |
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| Samenvatting: | With a focus on the monitoring of concrete bridges, this study evaluates 19 different methods under realistic constraints. Then, the detailed numerical model of an unbonded post-tensioned box-girder bridge is created. There, nonlinear material laws, which have been validated by laboratory tests, are applied. Combining six different methods, the increase in cracking as a consequence of either the settlement of the pier or the decrease in the tension force can be assessed and localized. |
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| Fysieke beschrijving: | 1 electronic resource (IX, 152 p. p.) |
| ISBN: | KSP/1000051045 9783731504580 |
| Toegang: | Open Access |