Long-term performance of packaged fiber Bragg grating sensors for strain monitoring inside creep medium

被引:10
作者
Yang, Huanyu [1 ]
Huang, Ying [2 ]
Zhou, Zhi [1 ,3 ]
Ou, Jinping [4 ]
机构
[1] Dalian Univ Technol, Fac Infrastruct Engn, Dalian 116024, Liaoning, Peoples R China
[2] North Dakota State Univ, Dept Civil & Environm Engn, Fargo, ND USA
[3] Hainan Univ, Sch Civil & Architectural Engn, Haikou 570228, Hainan, Peoples R China
[4] Sch Civil & Environm Engn, Harbin Inst Technol Shenzhen, Shenzhen, Guangdong, Peoples R China
基金
国家重点研发计划;
关键词
Fiber Bragg gratings (FBG) sensor; strain transfer; creep; packaging layer; epoxy resin; concrete; BRIDGE;
D O I
10.1080/19475411.2022.2027548
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
To investigate the long-term performance of the packaged fiber Bragg grating (FBG) sensors embedded in civil infrastructure for strain monitoring, in this paper, the influence of host matrix's creep effect on the behavior of the FBG sensors was systematically studied through theoretical, numerical, and experimental analysis. A theoretical strain transfer analysis between the optic fiber, packaging layer, and host matrix to consider the creep effect of the host matrix was performed accordingly for long-term strain monitoring. Parametric studies were carried out using numerical analysis for FBG sensors packaged with glass fiber reinforced plastic (GFRP), also known as FBG-GFRP sensors in concrete, as an example. The results show that embedded in a creep medium, an acceptable long-term performance of packaged FBG sensors requires the packaging layer to have a minimum length and maximum thickness. Laboratory long-term creep tests using epoxy resin and concrete as host matrix for FBG-GFRP sensors also clearly demonstrated that the influence of creep effect cannot be ignored for strain measurements if the host matrix has a creep potential and the developed correction model performed well to reduce measurement errors of such sensors in creep medium.
引用
收藏
页码:42 / 63
页数:22
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