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...
Saved in:
Main Authors: | , , |
---|---|
Other Authors: | |
Format: | Article |
Language: | English |
Published: |
2022
|
Subjects: | |
Online Access: | https://hdl.handle.net/10356/155103 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Nanyang Technological University |
Language: | English |
id |
sg-ntu-dr.10356-155103 |
---|---|
record_format |
dspace |
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 |
_version_ |
1725985765451628544 |