Model for measurement of thermal expansion coefficient of concrete by fiber optic sensor

被引:36
作者
Li, QB [1 ]
Yuan, LB
Ansari, F
机构
[1] Tsing Hua Univ, Dept Hydraul Engn, Beijing 100084, Peoples R China
[2] Harbin Engn Univ, Dept Phys, Harbin 150001, Peoples R China
[3] Univ Illinois, Dept Civil & Mat Engn, Chicago, IL 60607 USA
基金
中国国家自然科学基金;
关键词
fiber optic sensor; interface; measurement; elasticity; uniaxial compression; uniaxial tension; shear stress; internal strain; thermal expansion coefficient; cement; concrete;
D O I
10.1016/S0020-7683(02)00248-2
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The existence of a coating on an optical fiber results in a difference between the strain of the matrix concrete and that sensed by the embedded fiber optic sensor. This paper deals with the theoretical model for measurement of thermal expansion coefficient of concrete by embedded fiber optic sensor. The fiber core, the coating of the optical fiber, and the matrix concrete were all supposed to be elastic. And the bonding surfaces were supposed to be intact, that is to say, there is no relative slip deformation at the interface between the matrix concrete and the coating of the optical fiber, and that between the coating and the fiber core. Based on these assumptions, a theoretical model was developed for measurement of thermal expansion coefficient of concrete. Some experiments were done to verify the validation of the theoretical model. And the comparison indicates a good agreement between the experimental and theoretical results. (C) 2002 Published by Elsevier Science Ltd.
引用
收藏
页码:2927 / 2937
页数:11
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