TY - GEN
T1 - Probabilistic damage detection in beam structures based on the neutral axis
AU - Sigurdardottir, D. H.
AU - Glisic, B.
PY - 2013
Y1 - 2013
N2 - The centroid of stiffness is a universal parameter and its position in a cross-section can be evaluated for any load-carrying beam structure as the position of the neutral axis under conveniently chosen loads. Thus, a change in the position of the neutral axis within a cross-section can indicate change in the position of the centroid of stiffness, i.e., unusual structural behaviors. This study presents a probabilistic damage detection method based on changes in the position of the neutral axis. Therefore, the method presented in this paper is potentially applicable to a large variety of beam-like structures. Dynamic strain data from the US202/NJ23 highway overpass in Wayne, NJ, is used to assess and validate its performance. The results show that the neutral axis location is varying even when damage is not present. Reasons to this variation are proposed and the accuracy in the evaluation assessed. The conclusion of this study is that the position of the neutral axis can be evaluated with sufficient accuracy using dynamic strain measurements and presents its potential to be used as a damage sensitive feature.
AB - The centroid of stiffness is a universal parameter and its position in a cross-section can be evaluated for any load-carrying beam structure as the position of the neutral axis under conveniently chosen loads. Thus, a change in the position of the neutral axis within a cross-section can indicate change in the position of the centroid of stiffness, i.e., unusual structural behaviors. This study presents a probabilistic damage detection method based on changes in the position of the neutral axis. Therefore, the method presented in this paper is potentially applicable to a large variety of beam-like structures. Dynamic strain data from the US202/NJ23 highway overpass in Wayne, NJ, is used to assess and validate its performance. The results show that the neutral axis location is varying even when damage is not present. Reasons to this variation are proposed and the accuracy in the evaluation assessed. The conclusion of this study is that the position of the neutral axis can be evaluated with sufficient accuracy using dynamic strain measurements and presents its potential to be used as a damage sensitive feature.
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M3 - Conference contribution
AN - SCOPUS:84945218008
T3 - Structural Health Monitoring 2013: A Roadmap to Intelligent Structures - Proceedings of the 9th International Workshop on Structural Health Monitoring, IWSHM 2013
SP - 2678
EP - 2685
BT - Structural Health Monitoring 2013
A2 - Chang, Fu-Kuo
PB - DEStech Publications
T2 - 9th International Workshop on Structural Health Monitoring: A Roadmap to Intelligent Structures, IWSHM 2013
Y2 - 10 September 2013 through 12 September 2013
ER -