Data on full stationary wave-field measurement of a suspended steel plate punctually loadedMendeley Data
The dataset presented contains the experimental structural response, in the frequency domain, of a suspended steel plate to a point force excitation. The plate is excited by a mechanical point force generated by a Brüel & kJær shaker with a white noise signal input from 3.125 Hz to 2000 Hz....
Saved in:
| Main Authors: | , , , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2025-02-01
|
| Series: | Data in Brief |
| Subjects: | |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S2352340924011429 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1832576463079997440 |
|---|---|
| author | Xuefeng Li Thomas Brion Pascal Fossat Mohamed Ichchou Olivier Bareille Abdel-Malek Zine |
| author_facet | Xuefeng Li Thomas Brion Pascal Fossat Mohamed Ichchou Olivier Bareille Abdel-Malek Zine |
| author_sort | Xuefeng Li |
| collection | DOAJ |
| description | The dataset presented contains the experimental structural response, in the frequency domain, of a suspended steel plate to a point force excitation. The plate is excited by a mechanical point force generated by a Brüel & kJær shaker with a white noise signal input from 3.125 Hz to 2000 Hz. The out-of-plate displacement fields on a 2D grid were measured using a Polytec PSV-400 Scanning Vibrometer. Finally, the displacement fields are acquired by a Fourier analyser connected to a sampler. The dataset provided is a useful resource for researchers to study the structural dynamic behaviour of large thin plates in the frequency domain and to validate the effectiveness of wavenumber identification methods. Its value has been illustrated in the research paper “Algebraic K-Space Identification 2D technique for the automatic extraction of complex k-space of 2D structures in presence of uncertainty” [1]. The data collection was carried out during three weeks in April 2022 at the Ecole Central de Lyon. |
| format | Article |
| id | doaj-art-364ce8c74f3b459893a1f60ec97b1baf |
| institution | Kabale University |
| issn | 2352-3409 |
| language | English |
| publishDate | 2025-02-01 |
| publisher | Elsevier |
| record_format | Article |
| series | Data in Brief |
| spelling | doaj-art-364ce8c74f3b459893a1f60ec97b1baf2025-01-31T05:11:26ZengElsevierData in Brief2352-34092025-02-0158111180Data on full stationary wave-field measurement of a suspended steel plate punctually loadedMendeley DataXuefeng Li0Thomas Brion1Pascal Fossat2Mohamed Ichchou3Olivier Bareille4Abdel-Malek Zine5LTDS, UMR-CNRS 5513, École Centrale de Lyon, 36 Avenue Guy de Collongue, 69134, Écully, France; The Marcus Wallenberg Laboratory for Sound and Vibration Research (MWL), Department of Engineering Mechanics, KTH Royal Institute of Technology, Stockholm, SwedenCorresponding author.; LTDS, UMR-CNRS 5513, École Centrale de Lyon, 36 Avenue Guy de Collongue, 69134, Écully, FranceLTDS, UMR-CNRS 5513, École Centrale de Lyon, 36 Avenue Guy de Collongue, 69134, Écully, FranceLTDS, UMR-CNRS 5513, École Centrale de Lyon, 36 Avenue Guy de Collongue, 69134, Écully, FranceLTDS, UMR-CNRS 5513, École Centrale de Lyon, 36 Avenue Guy de Collongue, 69134, Écully, FranceInstitut Camille Jordan, UMR-CNRS 5208, École Centrale de Lyon, 36 Avenue Guy de Collongue, 69134, Écully, FranceThe dataset presented contains the experimental structural response, in the frequency domain, of a suspended steel plate to a point force excitation. The plate is excited by a mechanical point force generated by a Brüel & kJær shaker with a white noise signal input from 3.125 Hz to 2000 Hz. The out-of-plate displacement fields on a 2D grid were measured using a Polytec PSV-400 Scanning Vibrometer. Finally, the displacement fields are acquired by a Fourier analyser connected to a sampler. The dataset provided is a useful resource for researchers to study the structural dynamic behaviour of large thin plates in the frequency domain and to validate the effectiveness of wavenumber identification methods. Its value has been illustrated in the research paper “Algebraic K-Space Identification 2D technique for the automatic extraction of complex k-space of 2D structures in presence of uncertainty” [1]. The data collection was carried out during three weeks in April 2022 at the Ecole Central de Lyon.http://www.sciencedirect.com/science/article/pii/S2352340924011429VibroacousticsFrequency responseWaveformFull vibration field |
| spellingShingle | Xuefeng Li Thomas Brion Pascal Fossat Mohamed Ichchou Olivier Bareille Abdel-Malek Zine Data on full stationary wave-field measurement of a suspended steel plate punctually loadedMendeley Data Data in Brief Vibroacoustics Frequency response Waveform Full vibration field |
| title | Data on full stationary wave-field measurement of a suspended steel plate punctually loadedMendeley Data |
| title_full | Data on full stationary wave-field measurement of a suspended steel plate punctually loadedMendeley Data |
| title_fullStr | Data on full stationary wave-field measurement of a suspended steel plate punctually loadedMendeley Data |
| title_full_unstemmed | Data on full stationary wave-field measurement of a suspended steel plate punctually loadedMendeley Data |
| title_short | Data on full stationary wave-field measurement of a suspended steel plate punctually loadedMendeley Data |
| title_sort | data on full stationary wave field measurement of a suspended steel plate punctually loadedmendeley data |
| topic | Vibroacoustics Frequency response Waveform Full vibration field |
| url | http://www.sciencedirect.com/science/article/pii/S2352340924011429 |
| work_keys_str_mv | AT xuefengli dataonfullstationarywavefieldmeasurementofasuspendedsteelplatepunctuallyloadedmendeleydata AT thomasbrion dataonfullstationarywavefieldmeasurementofasuspendedsteelplatepunctuallyloadedmendeleydata AT pascalfossat dataonfullstationarywavefieldmeasurementofasuspendedsteelplatepunctuallyloadedmendeleydata AT mohamedichchou dataonfullstationarywavefieldmeasurementofasuspendedsteelplatepunctuallyloadedmendeleydata AT olivierbareille dataonfullstationarywavefieldmeasurementofasuspendedsteelplatepunctuallyloadedmendeleydata AT abdelmalekzine dataonfullstationarywavefieldmeasurementofasuspendedsteelplatepunctuallyloadedmendeleydata |