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...

Full description

Saved in:
Bibliographic Details
Main Author: Haag, Björn (auth)
Format: Electronic Book Chapter
Published: KIT Scientific Publishing 2016
Series:Karlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfung / Institut für Massivbau und Baustofftechnologie ; Materialprüfungs- und Forschungsanstalt Karlsruhe
Subjects:
Online Access:DOAB: download the publication
DOAB: description of the publication
Tags: Add Tag
No Tags, Be the first to tag this record!

MARC

LEADER 00000naaaa2200000uu 4500
001 doab_20_500_12854_58933
005 20210212
003 oapen
006 m o d
007 cr|mn|---annan
008 20210212s2016 xx |||||o ||| 0|deu d
020 |a KSP/1000051045 
020 |a 9783731504580 
040 |a oapen  |c oapen 
024 7 |a 10.5445/KSP/1000051045  |c doi 
041 0 |a deu 
042 |a dc 
072 7 |a TBX  |2 bicssc 
100 1 |a Haag, Björn  |4 auth 
245 1 0 |a Schadensidentifikation mit modalen Parametern: Anwendung auf extern vorgespannte Hohlkastenbrücken 
260 |b KIT Scientific Publishing  |c 2016 
300 |a 1 electronic resource (IX, 152 p. p.) 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
490 1 |a Karlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfung / Institut für Massivbau und Baustofftechnologie ; Materialprüfungs- und Forschungsanstalt Karlsruhe 
506 0 |a Open Access  |2 star  |f Unrestricted online access 
520 |a 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. 
540 |a Creative Commons  |f https://creativecommons.org/licenses/by-sa/4.0/  |2 cc  |4 https://creativecommons.org/licenses/by-sa/4.0/ 
546 |a German 
650 7 |a History of engineering & technology  |2 bicssc 
653 |a modal-based 
653 |a modalbasiert condition assessment 
653 |a Zustandsbewertung 
653 |a bridges 
653 |a Brücken 
856 4 0 |a www.oapen.org  |u https://www.ksp.kit.edu/9783731504580  |7 0  |z DOAB: download the publication 
856 4 0 |a www.oapen.org  |u https://directory.doabooks.org/handle/20.500.12854/58933  |7 0  |z DOAB: description of the publication