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Experimental study on strain monitoring of asphalt concrete using FBG(Fiber Bragg Grating)(PDF)

长安大学学报(自然科学版)[ISSN:1006-6977/CN:61-1281/TN]

Issue:
2011年03期
Page:
17-20
Research Field:
Publishing date:
2011-06-30

Info

Title:
Experimental study on strain monitoring of asphalt concrete using FBG(Fiber Bragg Grating)
Author(s):
XIE Jian-guang1 WANG Qiu-tong2 LIU Shu-long2 LI Ke1 ZHANG Song1
1. Department of Civil Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, Jiangsu, China; 2. CCCC Nanjing Highway and Bridge Consultants Co Ltd, Nanjing 210014, Jiangsu, China
Keywords:
road engineering FBG sensor asphalt concrete rutting test strain monitoring
PACS:
U416.217
DOI:
-
Abstract:
A packaged FBG strain sensor based on the principle of FBG sensing and characteristics of asphalt concrete pavement was designed for the experimental study on strain monitoring of asphalt concrete. The designed structure of FBG sensor and strain sensing performance was presented. A calibration test for FBG sensor was implemented, its strain sensitivity coefficient of FBG sensor is 1.1 pm/με, and the fiber grating strain sensing performance would not be changed by packaging technology. The correlation between pressure and axial strain is 0.038 7 με/N after embedded in SMA-13 asphalt concrete. Sensor static test by ANSYS 11.0 simulation show that sensor strain sensitivity correction factor η is equal to 0.928. FBG strain sensor was used to monitor internal structure of asphalt concrete axial strain. The dynamic test for 5 hours by rutting test show that when increasing the number of rolling, the axial strain can be increased. Monitoring result can reflect the fundamental changes of strain in structural layers of asphalt concrete.The sensor can be used to monitor the strain of asphalt pavement to provide a new method decision-making for pavement maintenance. 7 figs, 9 refs.

References:

[1] Schiessl P,Breit W,Raupach M.Sensor technology:monitoring corrosion risk in concrete structures[J].German Engineering Journal,1996,26(11):40-46.
[2]Pierre P,Doré G,Prophète F.Characterization of the impact of tires on pavement behaviour[J].Canadian Journal of Civil Engineering,2004,31(5):860-869.
[3]李东生,李宏男.埋入式封装的光纤光栅传感器应变传递分析[J].力学学报,2005,37(4):435-440. LI Dong-sheng,LI Hong-nan.Buried packaged fiber grating sensor strain transfer analysis [J].Mechanics,2005,37(4):435-440.
[4]干伟忠,Raupach M,金伟良,等.杭州湾跨海大桥混凝土结构耐久性原位监测预警系统 [J].中国公路学报,2010,23(2):30-35. GAN Wei-zhong,Raupach M,JIN Wei-liang,et al.In-situ monitoring and early warning system for durability of concrete structure of Hangzhou bay sea-crossing bridge[J].China Journal of Highway and Transport,2010,23(2):30-35.
[5]WANG Jian-neng.Fiber Bragg grating sensors for use in pavement structural strain-temperature monitoring[J].Smart Structures and Materials,2006,6174:1-12.
[6]郭 威,刘 凯,黄永清.等应力作用下光纤光栅Bragg波长调谐特性的研究[J].光电子·激光,2000,11(1):23-25. GUO Wei,LIU Kai,HUANG Yong-qing.Study on fiber grating's Bragg wavelength shift caused by strain[J].Journal of Optoelectronics·Laser,2000,11(1):23-25.
[7]廖延彪.光纤光学[M].北京:清华大学出版社,2000.
[8]解建光,刘树龙.环氧树脂掺加增韧剂埋入式FBG封装技术研究[J].传感器与微系统,2011,30(3):22-24. XIE Jian-guang,LIU Shu-long.Study on the embedment encapsulation technique of epoxy resin mixed with toughening agent of fiber Bragg grating[J].Transducer and Microsystem Technology,2011,30(3):22-24.
[9]JTJ 052—2000,公路工程沥青及沥青混合料试验规程[S].

Memo

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Last Update: 2011-06-30