Damage Detection Of A Bridge Model Based On Operational Dynamic Strain Measurements
Keywords
Damage detection; Operating deflection shape; Operational modal analysis; Strain measurement and analysis; Strain modes
Abstract
Vibration data analysis reserves a significant place in structural health monitoring practice since it can be employed for certain engineering problems such as locating damage and assessing damage severity by means of vibration signature interpretation. In this study, a damage detection study is carried out in light of vibration data analysis methods on a four-span bridge model by exploiting strain measurements. The concept of strain operating deflection shape along with an extraction method based on frequency and spatial domain decomposition is proposed. The damage-induced state of the bridge model is compared with the baseline state to detect and locate the damage. The result of strain analysis is also compared with acceleration analysis by simultaneous measurements of strain and acceleration. The power spectrum matrix of responses is estimated using digital signal processing principles. Besides the operating deflection shape analysis, operational modal analysis and correlation analysis of strain modes are conducted to identify and locate the damage.
Publication Date
9-1-2016
Publication Title
Advances in Structural Engineering
Volume
19
Issue
9
Number of Pages
1379-1389
Document Type
Article
Personal Identifier
scopus
DOI Link
https://doi.org/10.1177/1369433216643583
Copyright Status
Unknown
Socpus ID
84993999411 (Scopus)
Source API URL
https://api.elsevier.com/content/abstract/scopus_id/84993999411
STARS Citation
Wang, T.; Celik, O.; and Catbas, F. N., "Damage Detection Of A Bridge Model Based On Operational Dynamic Strain Measurements" (2016). Scopus Export 2015-2019. 2675.
https://stars.library.ucf.edu/scopus2015/2675