Overview of vibrational structural health monitoring with representative case studies

被引:87
作者
Hsieh, Kai H. [1 ]
Halling, Marvin W. [1 ]
Barr, Paul J. [1 ]
机构
[1] Utah State Univ, Dept Civil & Environm Engn, Logan, UT 84322 USA
关键词
identification; vibration; dynamic tests; field tests; assessment; structural dynamics; stiffness;
D O I
10.1061/(ASCE)1084-0702(2006)11:6(707)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In the field of nondestructive evaluation and damage detection, there is continued interest in the utilization of vibrational techniques. Structural damage will result in permanent changes in the distribution of structural stiffness. These changes may be detected through structural monitoring. Because of the direct relationship of stiffness, mass, and damping of a multi-degree-of-freedom system to the natural frequencies, mode shapes, and modal damping values, many studies have been directed at using these dynamic properties for the purpose of structural health monitoring. The use of vibrational monitoring is a developing field of structural analysis and is capable of assisting in both detecting and locating structural damage. Vibrational data have been shown to be most useful when used in conjunction with other monitoring systems if a remote and robust damage detection scheme is desired. This paper includes a literature review that summarizes the basic approaches to vibrational monitoring, suggested guidelines for sensor selection and monitoring, and concludes with three example case studies.
引用
收藏
页码:707 / 715
页数:9
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