Experimental Verification of a Method of Detection of Crack in Taper and Segmented Beams Based on Modelling of Transverse Vibration

被引：3

作者：

T.D. Chaudhari

S.K. Maiti

机构：

[1] IIT Bombay,Department of Mechanical Engineering

[2] IIT Bombay,Department of Mechanical Engineering

来源：

International Journal of Fracture | 2000年 / 102卷 / 2期

关键词：

Differential Equation; Mechanical Engineer; Civil Engineer; Maximum Error; Cantilever Beam;

D O I：

10.1023/A:1007680215355

中图分类号：

学科分类号：

摘要：

In this note a method for prediction of location and size of a crack based on measurements of natural frequencies has been verified experimentally considering taper and segmented cantilever beam geometries. The analysis is based on the concept of a rotational spring to represent the crack section and the Frobenius method to solve differential equation with variable coefficients. The crack size is computed using a relation between stiffness and crack size. The maximum error in predicting the crack locations is 8%. The maximum error in predicting the crack size is 20%.

引用

页码：33 / 38

页数：5

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