Details
| Original language | English |
|---|---|
| Title of host publication | European Workshop on Structural Health Monitoring |
| Subtitle of host publication | Special Collection of 2020 PapersSpecial Collection of 2020 Papers |
| Editors | Piervincenzo Rizzo, Alberto Milazzo |
| Place of Publication | Cham |
| Pages | 711-719 |
| Number of pages | 9 |
| Volume | 2 |
| ISBN (electronic) | 978-3-030-64908-1 |
| Publication status | Published - 9 Jan 2021 |
| Event | 10th European Workshop on Structural Health Monitoring - Duration: 6 Jul 2020 → 9 Jul 2020 Conference number: 10 |
Publication series
| Name | Lecture Notes in Civil Engineering |
|---|---|
| Volume | 128 |
| ISSN (Print) | 2366-2557 |
| ISSN (electronic) | 2366-2565 |
Abstract
We present a method for damage detection and localisation based on multiple-input finite impulse responses. A validation is carried out using measurement data obtained for a girder mast structure. The damage localisation using output-only vibration measurement data of beam-like structures has been a research topic for a long time and many methods have been developed to tackle the problem. However, the identification of finite impulse response filters with multiple inputs has not yet been covered in great detail in the context of these SHM methods. To localise structural damage, first the healthy structure is dynamically excited and finite impulse filters are derived using acceleration sensor data. In this process, we use multiple adjacent sensors as an input to derive the impulse response on a local level in the girder mast structure. The derived filters are applied to obtain an estimation of the transient response for healthy as well as damaged states. Residual signal energies between measured and predicted data are calculated, which increase locally when structural damages occur, enabling the localisation. The outlined damage localisation method, which solely relies on finite impulse responses as an output-only model of the structure, yields promising results in experimental validation.
Keywords
- Damage localisation, Finite impulse response, Residual energy, Structural dynamics, Vibration estimation
ASJC Scopus subject areas
- Engineering(all)
- Civil and Structural Engineering
Cite this
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European Workshop on Structural Health Monitoring: Special Collection of 2020 PapersSpecial Collection of 2020 Papers. ed. / Piervincenzo Rizzo; Alberto Milazzo. Vol. 2 Cham, 2021. p. 711-719 (Lecture Notes in Civil Engineering; Vol. 128).
Research output: Chapter in book/report/conference proceeding › Conference contribution › Research › peer review
}
TY - GEN
T1 - Damage Localisation by Residual Energy from Multiple-Input Finite Impulse Response Prognosis
AU - Hofmeister, Benedikt
AU - Jonscher, Clemens
AU - Hübler, Clemens
AU - Rolfes, Raimund
N1 - Conference code: 10
PY - 2021/1/9
Y1 - 2021/1/9
N2 - We present a method for damage detection and localisation based on multiple-input finite impulse responses. A validation is carried out using measurement data obtained for a girder mast structure. The damage localisation using output-only vibration measurement data of beam-like structures has been a research topic for a long time and many methods have been developed to tackle the problem. However, the identification of finite impulse response filters with multiple inputs has not yet been covered in great detail in the context of these SHM methods. To localise structural damage, first the healthy structure is dynamically excited and finite impulse filters are derived using acceleration sensor data. In this process, we use multiple adjacent sensors as an input to derive the impulse response on a local level in the girder mast structure. The derived filters are applied to obtain an estimation of the transient response for healthy as well as damaged states. Residual signal energies between measured and predicted data are calculated, which increase locally when structural damages occur, enabling the localisation. The outlined damage localisation method, which solely relies on finite impulse responses as an output-only model of the structure, yields promising results in experimental validation.
AB - We present a method for damage detection and localisation based on multiple-input finite impulse responses. A validation is carried out using measurement data obtained for a girder mast structure. The damage localisation using output-only vibration measurement data of beam-like structures has been a research topic for a long time and many methods have been developed to tackle the problem. However, the identification of finite impulse response filters with multiple inputs has not yet been covered in great detail in the context of these SHM methods. To localise structural damage, first the healthy structure is dynamically excited and finite impulse filters are derived using acceleration sensor data. In this process, we use multiple adjacent sensors as an input to derive the impulse response on a local level in the girder mast structure. The derived filters are applied to obtain an estimation of the transient response for healthy as well as damaged states. Residual signal energies between measured and predicted data are calculated, which increase locally when structural damages occur, enabling the localisation. The outlined damage localisation method, which solely relies on finite impulse responses as an output-only model of the structure, yields promising results in experimental validation.
KW - Damage localisation
KW - Finite impulse response
KW - Residual energy
KW - Structural dynamics
KW - Vibration estimation
UR - http://www.scopus.com/inward/record.url?scp=85102265347&partnerID=8YFLogxK
U2 - 10.1007/978-3-030-64908-1_66
DO - 10.1007/978-3-030-64908-1_66
M3 - Conference contribution
SN - 978-3-030-64907-4
VL - 2
T3 - Lecture Notes in Civil Engineering
SP - 711
EP - 719
BT - European Workshop on Structural Health Monitoring
A2 - Rizzo, Piervincenzo
A2 - Milazzo, Alberto
CY - Cham
T2 - 10th European Workshop on Structural Health Monitoring
Y2 - 6 July 2020 through 9 July 2020
ER -