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Dynamic Response of CFRP Reinforced Steel Beams Subjected to Impact Action Based on FBG Sensing Technology

The in-situ health condition of carbon fiber reinforced polymer (CFRP) reinforced structures has become an important topic, which can reflect the structural performance of the retrofitted structures and judge the design theory. An optical fiber-based structural health monitoring technique is thus su...

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Autores principales: Wang, Hua-Ping, Wu, Yi-Bin, Chen, Cong, Zhang, Hu-Yuan, Jiang, Hao, Zhang, Xue-Mei, Xu, Xiang-Yang
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9460907/
https://www.ncbi.nlm.nih.gov/pubmed/36080837
http://dx.doi.org/10.3390/s22176377
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author Wang, Hua-Ping
Wu, Yi-Bin
Chen, Cong
Zhang, Hu-Yuan
Jiang, Hao
Zhang, Xue-Mei
Xu, Xiang-Yang
author_facet Wang, Hua-Ping
Wu, Yi-Bin
Chen, Cong
Zhang, Hu-Yuan
Jiang, Hao
Zhang, Xue-Mei
Xu, Xiang-Yang
author_sort Wang, Hua-Ping
collection PubMed
description The in-situ health condition of carbon fiber reinforced polymer (CFRP) reinforced structures has become an important topic, which can reflect the structural performance of the retrofitted structures and judge the design theory. An optical fiber-based structural health monitoring technique is thus suggested. To check the effectiveness of the proposed method, experimental testing on smart CFRP reinforced steel beams under impact action has been performed, and the dynamic response of the structure has been measured by the packaged FBG sensors attached to the surface of the beam and the FBG sensors inserted in the CFRP plates. Time and frequency domain analysis has been conducted to check the structural feature of the structures and the performance of the installed sensors. Results indicate that the packaged Fiber Bragg Grating (FBG) sensors show better sensing performance than the bare FBG sensors in perceiving the impact response of the beam. The sensors embedded in the CFRP plate show good measurement accuracy in sensing the external excitation and can replace the surface-attached FBG sensors. The dynamic performance of the reinforced structures subjected to the impact action can be straightforwardly read from the signals of FBG sensors. The larger impact energies bring about stronger impact signals.
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spelling pubmed-94609072022-09-10 Dynamic Response of CFRP Reinforced Steel Beams Subjected to Impact Action Based on FBG Sensing Technology Wang, Hua-Ping Wu, Yi-Bin Chen, Cong Zhang, Hu-Yuan Jiang, Hao Zhang, Xue-Mei Xu, Xiang-Yang Sensors (Basel) Article The in-situ health condition of carbon fiber reinforced polymer (CFRP) reinforced structures has become an important topic, which can reflect the structural performance of the retrofitted structures and judge the design theory. An optical fiber-based structural health monitoring technique is thus suggested. To check the effectiveness of the proposed method, experimental testing on smart CFRP reinforced steel beams under impact action has been performed, and the dynamic response of the structure has been measured by the packaged FBG sensors attached to the surface of the beam and the FBG sensors inserted in the CFRP plates. Time and frequency domain analysis has been conducted to check the structural feature of the structures and the performance of the installed sensors. Results indicate that the packaged Fiber Bragg Grating (FBG) sensors show better sensing performance than the bare FBG sensors in perceiving the impact response of the beam. The sensors embedded in the CFRP plate show good measurement accuracy in sensing the external excitation and can replace the surface-attached FBG sensors. The dynamic performance of the reinforced structures subjected to the impact action can be straightforwardly read from the signals of FBG sensors. The larger impact energies bring about stronger impact signals. MDPI 2022-08-24 /pmc/articles/PMC9460907/ /pubmed/36080837 http://dx.doi.org/10.3390/s22176377 Text en © 2022 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Wang, Hua-Ping
Wu, Yi-Bin
Chen, Cong
Zhang, Hu-Yuan
Jiang, Hao
Zhang, Xue-Mei
Xu, Xiang-Yang
Dynamic Response of CFRP Reinforced Steel Beams Subjected to Impact Action Based on FBG Sensing Technology
title Dynamic Response of CFRP Reinforced Steel Beams Subjected to Impact Action Based on FBG Sensing Technology
title_full Dynamic Response of CFRP Reinforced Steel Beams Subjected to Impact Action Based on FBG Sensing Technology
title_fullStr Dynamic Response of CFRP Reinforced Steel Beams Subjected to Impact Action Based on FBG Sensing Technology
title_full_unstemmed Dynamic Response of CFRP Reinforced Steel Beams Subjected to Impact Action Based on FBG Sensing Technology
title_short Dynamic Response of CFRP Reinforced Steel Beams Subjected to Impact Action Based on FBG Sensing Technology
title_sort dynamic response of cfrp reinforced steel beams subjected to impact action based on fbg sensing technology
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9460907/
https://www.ncbi.nlm.nih.gov/pubmed/36080837
http://dx.doi.org/10.3390/s22176377
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