Improving the durability of the optical fiber sensor based on strain transfer analysis

被引:178
作者
Wang, Huaping [1 ,3 ]
Jiang, Lizhong [1 ,2 ]
Xiang, Ping [1 ,2 ,4 ]
机构
[1] Cent S Univ, Sch Civil Engn, Changsha 410075, Hunan, Peoples R China
[2] Natl Engn Lab High Speed Railway Construct, Changsha, Hunan, Peoples R China
[3] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Hong Kong, Peoples R China
[4] City Univ Hong Kong, Dept Architecture & Civil Engn, Hong Kong, Hong Kong, Peoples R China
关键词
Optical fiber sensor; Interfacial bonding properties; Strain transfer analysis; Interfacial debonding failure; Error modification; Application design; BRAGG GRATING SENSORS; SHEAR TRANSFER; CONCRETE; BOND;
D O I
10.1016/j.yofte.2018.02.004
中图分类号
TM [电工技术]; TN [电子技术、通信技术];
学科分类号
0808 ; 0809 ;
摘要
To realize the reliable and long-term strain detection, the durability of optical fiber sensors has attracted more and more attention. The packaging technique has been considered as an effective method, which can enhance the survival ratios of optical fiber sensors to resist the harsh construction and service environment in civil engineering. To monitor the internal strain of structures, the embedded installation is adopted. Due to the different material properties between host material and the protective layer, the monitored structure embedded with sensors can be regarded as a typical model containing inclusions. Interfacial characteristic between the sensor and host material exists obviously, and the contacted interface is prone to debonding failure induced by the large interfacial shear stress. To recognize the local interfacial debonding damage and extend the effective life cycle of the embedded sensor, strain transfer analysis of a general three-layered sensing model is conducted to investigate the failure mechanism. The perturbation of the embedded sensor on the local strain field of host material is discussed. Based on the theoretical analysis, the distribution of the interfacial shear stress along the sensing length is characterized and adopted for the diagnosis of local interfacial debonding, and the sensitive parameters influencing the interfacial shear stress are also investigated. The research in this paper explores the interfacial debonding failure mechanism of embedded sensors based on the strain transfer analysis and provides theoretical basis for enhancing the interfacial bonding properties and improving the durability of embedded optical fiber sensors.
引用
收藏
页码:97 / 104
页数:8
相关论文
共 35 条
[1]  
[Anonymous], 2015, Thesis
[2]  
[Anonymous], GUIDELINES STRUCTURA
[3]   Mechanics of bond and interface shear transfer in optical fiber sensors [J].
Ansari, F ;
Libo, Y .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1998, 124 (04) :385-394
[4]   Practical implementation of optical fiber sensors in civil structural health monitoring [J].
Ansari, Farhad .
JOURNAL OF INTELLIGENT MATERIAL SYSTEMS AND STRUCTURES, 2007, 18 (08) :879-889
[5]   STRESS DISTRIBUTIONS ALONG A SHORT FIBER IN FIBER REINFORCED-PLASTICS [J].
CHON, CT ;
SUN, CT .
JOURNAL OF MATERIALS SCIENCE, 1980, 15 (04) :931-938
[6]   Bond-Slip Model for FRP Laminates Externally Bonded to Concrete at Elevated Temperature [J].
Dai, Jian-Guo ;
Gao, W. Y. ;
Teng, J. G. .
JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2013, 17 (02) :217-228
[7]   Theoretical and Experimental Investigations into Crack Detection with BOTDR-Distributed Fiber Optic Sensors [J].
Feng, Xin ;
Zhou, Jing ;
Sun, Changsen ;
Zhang, Xiaotan ;
Ansari, Farhad .
JOURNAL OF ENGINEERING MECHANICS, 2013, 139 (12) :1797-1807
[8]   Life-cycle of structural systems: recent achievements and future directions [J].
Frangopol, Dan M. ;
Soliman, Mohamed .
STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2016, 12 (01) :1-20
[9]   Analysis of Mode II debonding behavior of fiber-reinforced polymer-to-substrate bonded joints subjected to combined thermal and mechanical loading [J].
Gao, Wan-Yang ;
Dai, Jian-Guo ;
Teng, J. G. .
ENGINEERING FRACTURE MECHANICS, 2015, 136 :241-264
[10]   Fiber optic method for health assessment of pipelines subjected to earthquake-induced ground movement [J].
Glisic, Branko ;
Yao, Yao .
STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL, 2012, 11 (06) :696-711