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Testing Mechanical Properties of Rock Bolt under Different Supports Using Fiber Bragg Grating Technology

Fiber Bragg grating (FBG) sensors, which can accurately measure strain, can be integrated with rock bolts with small fingerprints. In this paper, according to the force mechanism of prestressed anchor and non-prestressed anchor, different loading modes were designed, named active loading mode and pa...

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Autores principales: Guo, Xinxin, Wang, Bo, Ma, Zhenwang, Wang, Zhenyu
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2019
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6806244/
https://www.ncbi.nlm.nih.gov/pubmed/31546744
http://dx.doi.org/10.3390/s19194098
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author Guo, Xinxin
Wang, Bo
Ma, Zhenwang
Wang, Zhenyu
author_facet Guo, Xinxin
Wang, Bo
Ma, Zhenwang
Wang, Zhenyu
author_sort Guo, Xinxin
collection PubMed
description Fiber Bragg grating (FBG) sensors, which can accurately measure strain, can be integrated with rock bolts with small fingerprints. In this paper, according to the force mechanism of prestressed anchor and non-prestressed anchor, different loading modes were designed, named active loading mode and passive loading mode. Then, FBG technology was used to monitor the axial force variation of prestressed anchor and non-prestressed anchor in different loading modes. Based on the test results, it is found that when the anchoring force is relatively small (<35 kN), prestressed anchors need to be tested by active loading mode, and non-prestressed anchors need to be tested by passive loading mode. For the prestressed anchor, the force condition of the bolt-shaft was similar to that of the two-force bar, and the axial force of the bolt-shaft was nearly the same along its entire length. Taking the applied load as the reference, the change rate of the axial force of the bolt-shaft was less than 10%. For non-prestressed anchor, due to the plate, there is a certain area surrounding the plate where the axial force of the bolt-shaft was greatly influenced. With applied loads of less than 15 kN, the change rate of the axial force on FBG1 was greater than 10%. With applied loads of greater than 20 kN, this was less than 10%. In this area, influenced by the plate, the axial force of the bolt-shaft increases, and as the applied load of the pullout test increases, the influence decreases.
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spelling pubmed-68062442019-11-07 Testing Mechanical Properties of Rock Bolt under Different Supports Using Fiber Bragg Grating Technology Guo, Xinxin Wang, Bo Ma, Zhenwang Wang, Zhenyu Sensors (Basel) Article Fiber Bragg grating (FBG) sensors, which can accurately measure strain, can be integrated with rock bolts with small fingerprints. In this paper, according to the force mechanism of prestressed anchor and non-prestressed anchor, different loading modes were designed, named active loading mode and passive loading mode. Then, FBG technology was used to monitor the axial force variation of prestressed anchor and non-prestressed anchor in different loading modes. Based on the test results, it is found that when the anchoring force is relatively small (<35 kN), prestressed anchors need to be tested by active loading mode, and non-prestressed anchors need to be tested by passive loading mode. For the prestressed anchor, the force condition of the bolt-shaft was similar to that of the two-force bar, and the axial force of the bolt-shaft was nearly the same along its entire length. Taking the applied load as the reference, the change rate of the axial force of the bolt-shaft was less than 10%. For non-prestressed anchor, due to the plate, there is a certain area surrounding the plate where the axial force of the bolt-shaft was greatly influenced. With applied loads of less than 15 kN, the change rate of the axial force on FBG1 was greater than 10%. With applied loads of greater than 20 kN, this was less than 10%. In this area, influenced by the plate, the axial force of the bolt-shaft increases, and as the applied load of the pullout test increases, the influence decreases. MDPI 2019-09-22 /pmc/articles/PMC6806244/ /pubmed/31546744 http://dx.doi.org/10.3390/s19194098 Text en © 2019 by the authors. 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 (http://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Guo, Xinxin
Wang, Bo
Ma, Zhenwang
Wang, Zhenyu
Testing Mechanical Properties of Rock Bolt under Different Supports Using Fiber Bragg Grating Technology
title Testing Mechanical Properties of Rock Bolt under Different Supports Using Fiber Bragg Grating Technology
title_full Testing Mechanical Properties of Rock Bolt under Different Supports Using Fiber Bragg Grating Technology
title_fullStr Testing Mechanical Properties of Rock Bolt under Different Supports Using Fiber Bragg Grating Technology
title_full_unstemmed Testing Mechanical Properties of Rock Bolt under Different Supports Using Fiber Bragg Grating Technology
title_short Testing Mechanical Properties of Rock Bolt under Different Supports Using Fiber Bragg Grating Technology
title_sort testing mechanical properties of rock bolt under different supports using fiber bragg grating technology
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6806244/
https://www.ncbi.nlm.nih.gov/pubmed/31546744
http://dx.doi.org/10.3390/s19194098
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