Detection of defects in cylindrical structures using a time reverse method and a finite-difference approach

被引:28
作者
Leutenegger, T [1 ]
Dual, J [1 ]
机构
[1] Swiss Fed Inst Technol, Swiss Fed Inst Technol, Inst Mech Syst, CH-8092 Zurich, Switzerland
关键词
non-destructive testing; time reverse numerical simulation; finite-difference method; structural wave propagation; scattered field;
D O I
10.1016/S0041-624X(02)00200-7
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
The detection and characterization of defects in structures is an important issue in non-destructive testing. To avoid the scanning of large samples, guided elastic waves, which propagate along the structure, are excited. These waves interact with a defect, which results in a scattered wave field. In an experiment, the displacements of these scattered waves are recorded over time for a fixed axial coordinate at a number of circumferential positions of a circular cylindrical tube. Since in complex structures it is difficult to determine the axial and particularly circumferential position of the defect directly from the time signals, a time reversed numerical simulation is performed. There the measured displacement histories are reversed in time and used as displacement excitations in a simulation of the tested structure. A three-dimensional code in cylindrical coordinates, based on a velocity-stress finite-difference method, is used to simulate the wave propagation. As long as the geometric and material parameters are chosen equivalent to the performed experiment, the scattered waves travel back through the simulated structure and interfere, even if no defect is present in the numerical model. The result is an increase of the amplitudes of the stress and displacement components at the location where the defect was in the tested sample. (C) 2002 Elsevier Science B.V. All rights reserved.
引用
收藏
页码:721 / 725
页数:5
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