Schadensidentifikation mit modalen Parametern: Anwendung auf extern vorgespannte Hohlkastenbrücken
Haag, Björn
Schadensidentifikation mit modalen Parametern: Anwendung auf extern vorgespannte Hohlkastenbrücken - KIT Scientific Publishing 2016 - 1 electronic resource (IX, 152 p. p.)
Open Access
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.
Creative Commons
German
KSP/1000051045 9783731504580
10.5445/KSP/1000051045 doi
modal-based modalbasiert condition assessment Zustandsbewertung bridges Brücken
Schadensidentifikation mit modalen Parametern: Anwendung auf extern vorgespannte Hohlkastenbrücken - KIT Scientific Publishing 2016 - 1 electronic resource (IX, 152 p. p.)
Open Access
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.
Creative Commons
German
KSP/1000051045 9783731504580
10.5445/KSP/1000051045 doi
modal-based modalbasiert condition assessment Zustandsbewertung bridges Brücken