Location identification of line supports using experimental modal analysis

In many engineering applications, line supports are used to reinforce long span structures such as multi-span beams and plates. However, the presence of line supports usually causes local stress concentration. Location identification of line supports is thus indispensable if these stress concentrati...

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Main Authors: Wu, Lei, Yang, Yaowen, Maheshwari, Muneesh
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2022
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Online Access:https://hdl.handle.net/10356/155103
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-1551032022-02-14T02:12:17Z Location identification of line supports using experimental modal analysis Wu, Lei Yang, Yaowen Maheshwari, Muneesh School of Civil and Environmental Engineering Maritime Institute Engineering::Civil engineering Line Support Location Identification In many engineering applications, line supports are used to reinforce long span structures such as multi-span beams and plates. However, the presence of line supports usually causes local stress concentration. Location identification of line supports is thus indispensable if these stress concentration areas are to be kept off. In this study, to address this issue an easy-to-implement approach was developed using experimental modal analysis (EMA) based on dynamic strain data. A novel index (gradient of strain modal shape vector) that can be calculated by the strain modal shapes of the investigated structure was proposed to assess the rate of change of strain vectors. Simulation results showed that the support locations and stress concentration areas can be easily identified using the plots of calculated index values. In the experimental verification, fiber Bragg grating (FBG) sensors were employed to measure the dynamic responses of a scaled multi-span rectangular plate structure subjected to hammer impact. The measured strain data along a path line on the top surface of the scaled model were used to construct strain modal shapes, further to plot corresponding curve of the proposed index, based on which the locations of line supports were identified successfully. The results showed that the proposed method was effective and convenient for practical applications. Nanyang Technological University This research is funded by the Singapore Maritime Institute under the Asset Integrity & Risk Management (AIM) R&D Programme–Project SMI-2015-OF-04. 2022-02-14T02:12:17Z 2022-02-14T02:12:17Z 2020 Journal Article Wu, L., Yang, Y. & Maheshwari, M. (2020). Location identification of line supports using experimental modal analysis. Measurement, 149, 106996-. https://dx.doi.org/10.1016/j.measurement.2019.106996 0263-2241 https://hdl.handle.net/10356/155103 10.1016/j.measurement.2019.106996 2-s2.0-85071752585 149 106996 en SMI-2015-OF-04. Measurement © 2019 Elsevier Ltd. All rights reserved.
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering::Civil engineering
Line Support
Location Identification
spellingShingle Engineering::Civil engineering
Line Support
Location Identification
Wu, Lei
Yang, Yaowen
Maheshwari, Muneesh
Location identification of line supports using experimental modal analysis
description In many engineering applications, line supports are used to reinforce long span structures such as multi-span beams and plates. However, the presence of line supports usually causes local stress concentration. Location identification of line supports is thus indispensable if these stress concentration areas are to be kept off. In this study, to address this issue an easy-to-implement approach was developed using experimental modal analysis (EMA) based on dynamic strain data. A novel index (gradient of strain modal shape vector) that can be calculated by the strain modal shapes of the investigated structure was proposed to assess the rate of change of strain vectors. Simulation results showed that the support locations and stress concentration areas can be easily identified using the plots of calculated index values. In the experimental verification, fiber Bragg grating (FBG) sensors were employed to measure the dynamic responses of a scaled multi-span rectangular plate structure subjected to hammer impact. The measured strain data along a path line on the top surface of the scaled model were used to construct strain modal shapes, further to plot corresponding curve of the proposed index, based on which the locations of line supports were identified successfully. The results showed that the proposed method was effective and convenient for practical applications.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Wu, Lei
Yang, Yaowen
Maheshwari, Muneesh
format Article
author Wu, Lei
Yang, Yaowen
Maheshwari, Muneesh
author_sort Wu, Lei
title Location identification of line supports using experimental modal analysis
title_short Location identification of line supports using experimental modal analysis
title_full Location identification of line supports using experimental modal analysis
title_fullStr Location identification of line supports using experimental modal analysis
title_full_unstemmed Location identification of line supports using experimental modal analysis
title_sort location identification of line supports using experimental modal analysis
publishDate 2022
url https://hdl.handle.net/10356/155103
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