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1. 大连理工大学 土木工程学院,辽宁 大连,116023
2. 大连理工大学 海岸和近海工程国家重点实验室,辽宁 大连,116023
3. 大连理工大学 交通运输学院,辽宁 大连,116023
收稿日期:2015-01-06,
修回日期:2015-02-06,
纸质出版日期:2015-06-25
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王花平, 周智, 王倩等. 光纤传感器埋入沥青路面基体的应变传递误差[J]. 光学精密工程, 2015,23(6): 1499-1507
WANG Hua-ping, ZHOU Zhi, WANG Qian etc. Strain transfer errors of optical fiber sensors embedded in asphalt pavement[J]. Editorial Office of Optics and Precision Engineering, 2015,23(6): 1499-1507
王花平, 周智, 王倩等. 光纤传感器埋入沥青路面基体的应变传递误差[J]. 光学精密工程, 2015,23(6): 1499-1507 DOI: 10.3788/OPE.20152306.1499.
WANG Hua-ping, ZHOU Zhi, WANG Qian etc. Strain transfer errors of optical fiber sensors embedded in asphalt pavement[J]. Editorial Office of Optics and Precision Engineering, 2015,23(6): 1499-1507 DOI: 10.3788/OPE.20152306.1499.
介绍了光纤传感涉及的应变传递理论
基于该理论建立了基体和感知光纤应变的定量关系
以消除应变传递误差
提高测试精度.针对埋入式光纤传感器用于高黏度的柔性沥青路面基体的最普遍形态
建立了含感知光纤、封装层和基体的典型三层力学模型.采用Goodman假设描述层间剪应力关系
引入傅里叶级数法求解微分方程
建立了基体和感知光纤的平均应变传递关系.通过室内试验论证了推导的应变传递理论公式的有效性
并对影响平均应变传递效率的几何参数和材料参数进行了灵敏度分析.分析结果表明:光纤粘贴长度越长
光纤和封装层的层间黏结越紧密
平均应变传递系数越大
应变传递效果越好.本文的研究可广泛用于埋入式光纤传感器的应变传递误差修正及封装设计.
Strain transfer theory for optical fiber sensing was introduced
and the quantitative relationship of strains between host material and optical fiber was set up to eliminate the strain transfer errors and to improve the testing precision on the basis of the strain transfer theory. A typical three-layered structural model containing a sensing optical fiber
a package layer and a host was established for the application of an optical fiber sensor embedded in asphalt pavement. The Goodman's hypothesis was introduced to describe the relationship of interfacial shear stresses between layers
and the Fourier series was adopted to solve the differential equation and to establish the average strain transfer relationship between host material and optical fiber. The effectiveness of the formula of strain transfer theory derived by this paper was validated experimentally. Moreover
the sensitivity of related geometrical and physical parameters effecting on the average strain transfer efficiency was discussed. The analytical results indicate that average strain transfer coefficient increases with the growth of sensing length and the interfacial adhesion coefficient between optical fiber and protective layer. The work in this paper could be widely used for the modification of strain transfer errors and the design of embedded optical fiber sensors.
HOUSNER G W, BERGMAN L A, CAUGHEY T K, et al.. Structural control past, present and future[J]. Journal of Engineering Mechanics, 1997, 123(9): 897-971.
MUFTI A.Guidelines for Structural Health Monitoring; Design Manual No.2 [M]. Manitoba:ISIS, 2006.
徐国权, 熊代余. 光纤光栅传感技术在工程中的应用[J]. 中国光学, 2013, 6(3):306-317. XU G Q, XIONG D Y. Applications of fiber Bragg grating sensing technology in engineering [J]. Chinese Optics, 2013, 6(3):306-317. (in Chinese)
LI Q B, LI G, WANG G L, et al..Elasto-plastic bonding of embedded optical fiber sensors in concrete [J]. Journal of Engineering Mechanics, 2002, 128(4):471-478.
NANNI A, YANG C C, PAN K, et al..Fiber-optic sensors for concrete strain/stress measurement [J]. ACI Materials Journal, 1991, 88(3): 257-264.
PAK E Y. Longitudinal shear transfer in fiber optic sensors [J]. Smart Mater. Struct., 1992,1: 57-62.
ANSARI F, YUAN L B. Mechanics of bond and interface shear transfer in optical fiber sensors [J]. Journal of Engineering Mechanics, 1998, 124(4):385-394.
CHON T C, SUN T C. Stress distributions along a short fibre in fibre reinforced plastics [J]. Journal of Materials Science, 1980, 15(4): 931-938.
LE BLANC M. Interaction mechanics of embedded single-ended optical fibre sensors using novel in-situ measurement techniques [D]. Canada: University of Toronto, 1999.
周智. 土木工程结构光纤光栅智能传感元件及其监测系统[D]. 哈尔滨:哈尔滨工业大学,2003. ZHOU ZH. Optical fiber smart Bragg grating sensors and intelligent monitoring systems of civil infrastructures [D]. Harbin: Harbin Institute of Technology, 2003.(in Chinese)
LI H N, ZHOU G D, REN L, et al.. Strain transfer analysis of embedded fiber Bragg grating sensor under nonaxial stress [J]. Optical Engineering, 2007, 46(5):054402-1-8.
LI H N, ZHOU G D, REN L, et al.. Strain transfer coefficient analysis for embedded fiber Bragg grating sensors in different host materials[J]. Journal of Engineering Mechanics, 2009, 135 (12):1343-1353.
HER C S, HUANG Y C. Experimental measurement of fiber-optic strain sensors [J]. SPIE, 2006, 6167: H1-12.
吴俊, 陈伟民, 章鹏,等. 粘结层弹性模量对光纤Bragg光栅传感器应变传递性能的影响分析[J]. 光学 精密工程, 2011, 19(12): 2941-2946. WU J, CHEN W M, ZHANG P, et al.. Influence of bond layer characteristics on strain sensing properties of FBG sensors [J]. Opt. Precision Eng., 2011, 19(12): 2941-2946. (in Chinese)
FENG X, ZHOU J, SUN C S, et al.. Theoretical and experimental investigation into crack detection with BOTDA distributed fiber optic sensors [J]. Journal of Engineering Mechanics, 2013,139(12):1797-1807.
WU R J, ZHENG B L, LIU Z G, et al.. Analysis on strain transfer of a pasted FBG strain sensor [J]. Optik, 2014, 125(17):4924-4928.
吴入军, 郑百林, 贺鹏飞,等. 埋入式光纤布拉格光栅传感器封装结构对测量应变的影响[J]. 光学 精密工程, 2014, 22(1): 24-30. WU R J, ZHEN B L, HE P F, et al.. Influence of encapsulation structures for embedded fiber-optic Bragg grating sensors on strain measurement [J]. Opt. Precision Eng., 2014, 22(1): 24-30. (in Chinese)
GOODMAN N S, HASSAN Y, HALIM E O H E A. Shear properties as viable measures for characterization of permanent deformation of asphalt concrete mixtures [J]. Transportation Research Record, 2002, 1789(17): 154-161.
WANG H P, ZHOU Z, LIU W Q, et al.. Optimization analysis and experimental validation of distributed optical fiber sensors for pavement monitoring based on strain transfer mechanism[C]. Proceedings of the 6th international Conference on SHMII indexed by Scoups and Compendex, Hong Kong, 2013, ss07 (6):1-7.
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