Investigation of fiber Bragg grating strain sensor in dynamic tests of small-scale dam model

被引:18
作者
Fan, Shuli [1 ,2 ]
Ren, Liang [1 ,3 ]
Chen, Jianyun [1 ]
机构
[1] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 110624, Liaoning, Peoples R China
[2] Dalian Univ Technol, Inst Earthquake Engn, Dalian 110624, Liaoning, Peoples R China
[3] Dalian Univ Technol, Fac Infrastruct Engn, Dalian 110624, Liaoning, Peoples R China
基金
中国国家自然科学基金;
关键词
fiber Bragg grating; earthquake engineering; gravity dam; shaking table test; numerical analysis; CONCRETE GRAVITY DAM; SHAKING TABLE; ARCH DAM; FAILURE;
D O I
10.1002/stc.1745
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
For the low strength of model material, it is difficult to test the deformation of the small-scale dam model during shaking table tests. Based on the principle friction, a type of fiber Bragg grating (FBG) strain sensor with enhanced strain sensitivity was developed to measure the strain of low-strength material. The principle of the small-scale FBG strain sensor and its characteristics of strain transferring were discussed using a calibration test. Dynamic strain and residual strain of dam model were measured using FBG strain sensors embedded in models and compared with data calculated by numerical analysis. The results demonstrate that this type of FBG strain sensor shows advantages of high sensitivity, ease for installation, and high reliability. FBG sensors adhere to model material completely. The strains measured from FBG sensors are agreed with the results calculated by numerical simulation. Copyright (c) 2015 John Wiley & Sons, Ltd.
引用
收藏
页码:1282 / 1293
页数:12
相关论文
共 30 条
[21]   An experimental study on shaking table tests on models of a concrete gravity dam [J].
Phansri, Bupavech ;
Charoenwongmit, Sumetee ;
Yooprasertchai, Ekkachai ;
Park, Kyung-Ho ;
Warnitchai, Pennung ;
Shin, Dong-Hun .
KSCE JOURNAL OF CIVIL ENGINEERING, 2015, 19 (01) :142-150
[22]  
Ren L, 2006, CHINA OCEAN ENG, V20, P155
[23]   Design and application of a fiber Bragg grating strain sensor with enhanced sensitivity in the small-scale dam model [J].
Ren, Liang ;
Chen, Jianyun ;
Li, Hong-Nan ;
Song, Gangbing ;
Ji, Xueheng .
SMART MATERIALS & STRUCTURES, 2009, 18 (03)
[24]   Behavior of Concrete-Faced Rockfill Dams during Initial Impoundment [J].
Seo, Min-Woo ;
Ha, Ik Soo ;
Kim, Yong-Seong ;
Olson, Scott M. .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2009, 135 (08) :1070-1081
[25]   Experimental study of dynamic damage of an arch dam [J].
Wang, Haibo ;
Li, Deyu .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2007, 36 (03) :347-366
[26]   Experimental study of seismic overloading of large arch dam [J].
Wang, HB ;
Li, DY .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2006, 35 (02) :199-216
[27]   Experimental study on high gravity dam strengthened with reinforcement for seismic resistance on shaking table [J].
Wang, Mingming ;
Chen, Jianyun ;
Fan, Shuli ;
Lv, Shaolan .
STRUCTURAL ENGINEERING AND MECHANICS, 2014, 51 (04) :663-683
[28]   Experimental investigations into seismic failure of high arch dams [J].
Zhou, J ;
Lin, G ;
Zhu, T ;
Jefferson, AD ;
Williams, FW .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2000, 126 (08) :926-935
[29]  
Zhou Jing, 1992, DAM ENG, V3, P35
[30]  
Zhu T, 2004, J HYDROELECTRIC ENG, V4, P31