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  • 1
    UID:
    edocfu_9959145970402883
    Format: 1 electronic resource (IX, 152 p. p.)
    ISBN: 1000051045
    Series Statement: Karlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfung / Institut für Massivbau und Baustofftechnologie ; Materialprüfungs- und Forschungsanstalt Karlsruhe
    Content: 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.
    Note: German
    Additional Edition: ISBN 3-7315-0458-8
    Language: German
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