Displacement measurements in structural elements by optical techniques

被引:12
作者
González-Peña, R
de Anda, RMCO
Pino-Velazquez, AJ
Soler-de la Cruz, J
González-Jorge, Y
机构
[1] Univ Valencia, Unidad Biofis & Fis Med, Fac Med & Odontol, Dept Fisiol, Valencia 46010, Spain
[2] High Politech Inst Jose Antonio Echeverria, Dept Phys, Havana 6028, Cuba
[3] High Politech Inst Jose Antonio Echeverria, Fac Civil Engn, Havana 6028, Cuba
关键词
speckle photography; holographic interferometry; ESPI; shearwall; non-destructive optical technique; finite element method;
D O I
10.1016/S0143-8166(00)00088-9
中图分类号
O43 [光学];
学科分类号
070207 ; 0803 ;
摘要
Speckle metrology and holographic interferometry (HI) have been used in several civil engineering applications. We present the results obtained by applying speckle photography (SP) to the study of two quadratic shearwalls with different boundary conditions, and the potential of the technique in the study of this kind of structures is described. The analysis of Young's fringes obtained with this technique at certain points on each shearwall provides the whole field of displacement measurements. HI has been used to measure the three components of absolute displacement, verifying that the bulging phenomenon does not affect the in-plane components when the applied load remains on the same plane as the shearwall. A qualitative analysis is carried out following an electronic speckle pattern interferometry (ESPI) technique. The results obtained by optical techniques are compared to the numerical results obtained by the finite element method (FEM), finding good correlation between them in all the cases. (C) 2000 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:75 / 85
页数:11
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