UID:
edoccha_9959145970402883
Umfang:
1 electronic resource (IX, 152 p. p.)
ISBN:
1000051045
Serie:
Karlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfung / Institut für Massivbau und Baustofftechnologie ; Materialprüfungs- und Forschungsanstalt Karlsruhe
Inhalt:
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.
Anmerkung:
German
Weitere Ausg.:
ISBN 3-7315-0458-8
Sprache:
Deutsch
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