Vibration Methods of Damage Detection in Initially Symmetric Structures

Article Preview

Abstract:

Initially symmetric structural elements or units are widely used in machines and engineering objects (reinforced members of thin-walled structures, sections of shafts or pipelines, etc.). Damages, which can appear in such structures during operation, disturb their initial symmetry. This paper considers damage diagnostic procedures based on utilization of vibration effects caused by the distortions of systems initial symmetry due to appearance of defects. Object of the study is a uniform viscoelastic fixed beam (e.g. span of a pipe) which is initially symmetric relative to the central section. In order to find possible defects, forced vibrations of the beam are excited with the aid of test harmonic force Psinωt applied in the middle section. Damage is simulated as a local reduction of beams bending rigidity in corresponding cross-section. The goal of the research is to find such vibration diagnostic signs, which will make it possible to detect damage, its approximate size and location with the highest sensitivity. Dynamics of the system has been analyzed using two different methods: modeling on the specialized analogue-digital computer system developed in Riga Technical University; numerical simulation with program ANSYS. New diagnostic procedures based on distortions of vibration flexural modes and frequency spectrums due to arising of defect are proposed. The main advantage of this approach lies in the more high detection sensitivity in comparison with traditional resonant frequency methods. It is shown, that further rise of detection sensitivity can be achieved by insertion of additional nonlinear element into the structure of testing object.

You might also be interested in these eBooks

Info:

Periodical:

Key Engineering Materials (Volumes 569-570)

Pages:

1116-1123

Citation:

Online since:

July 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] S. Tsyfansky, V. Beresnevich, B. Lushnikov, Methods and Means of Nonlinear Vibrodiagnostics, RTU Publishing House, Riga, (2011).

Google Scholar

[2] R.Y. Liang, F.K. Choy, J.L. Hu, Detection of cracks in beam structures using measurements of natural frequencies, Journal of the Franklin Institute-Engineering and Applied Mathematics. 328 (1991) 505-518.

DOI: 10.1016/0016-0032(91)90023-v

Google Scholar

[3] S. Chinchalkar, Determination of crack location in beams using natural frequencies, Journal of Sound and Vibration. 247 (2001) 417-429.

DOI: 10.1006/jsvi.2001.3748

Google Scholar

[4] C. Kyriazoglou, B.H. Le Page, F.J. Guild, Vibration damping for crack detection in composite laminates, Composites Part A-Applied Science and Manufacturing. 35 (2004) 945-953.

DOI: 10.1016/j.compositesa.2004.01.003

Google Scholar

[5] S.D. Panteliou, T.G. Chondros, V.C. Argyrakis, A.D. Dimarogonas, Damping factor as an indicator of crack severity, Journal of Sound and Vibration. 241 (2001) 235-245.

DOI: 10.1006/jsvi.2000.3299

Google Scholar

[6] A.P. Bovsunovsky, C. Surace, Considerations regarding superharmonic vibrations of a cracked beam and the variation in damping caused by the presence of the crack, Journal of Sound and Vibration. 288 (2005) 865-886.

DOI: 10.1016/j.jsv.2005.01.038

Google Scholar

[7] P.F. Rizos, A.D. Dimarogona, Identification of crack location and magnitude in a cantilever beam from the vibration modes, Journal of Sound and Vibration. 138 (1989) 381-388.

DOI: 10.1016/0022-460x(90)90593-o

Google Scholar

[8] T.C. Tsai, Y.Z. Wang, Vibration analysis and diagnosis of a cracked shaft, Journal of Sound and Vibration, 192 (1996) 607-620.

DOI: 10.1006/jsvi.1996.0209

Google Scholar

[9] J.T. Kim, Y.S. Ryu, H.M. Cho, N. Stubbs, Damage identification in beam-type structures: frequency-based method vs mode-shape-based method, Engineering Structures. 25 (2003) 57-67.

DOI: 10.1016/s0141-0296(02)00118-9

Google Scholar

[10] N. M. M. Maia, J. M. M. Silva, E. A. M. Almas, R. P. C. Sampaio, Damage detection in structures: from mode shape to frequency response function methods, Mechanical Systems and Signal Processing. 17 (2003) 489–498.

DOI: 10.1006/mssp.2002.1506

Google Scholar

[11] N. M. M. Maia, Characteristic response functions (CFRs), Springer Proceedings in Physics, Vibration problems ICOVP 2011 (Prague, Sept. 2011). Springer, Dordrecht, 139 (2011) 359-367.

DOI: 10.1007/978-94-007-2069-5_49

Google Scholar

[12] S.L. Tsyfansky, Novelty of approaches of nonlinear vibrodiagnostics, The Problems of Dynamics and Strength. Zinatne, Riga, 53 (1991) 115-125. (in Russian).

Google Scholar

[13] U. Andreaus, P. Baragatti, Cracked beam identification by numerically analyzing the nonlinear behavior of harmonically forced response, Journal of Sound and Vibration. 330 (2011) 721-742.

DOI: 10.1016/j.jsv.2010.08.032

Google Scholar

[14] V.R. Hiwarkar, V.I. Babitsky, V.V. Silberschmidt, Crack as modulator, detector and amplifier in structural health monitoring, Journal of Sound and Vibration. 331 (2012) 3587-3598.

DOI: 10.1016/j.jsv.2012.03.009

Google Scholar

[15] S.L. Tsyfansky, V.I. Beresnevich, Non-linear vibration method for detection of fatigue cracks in aircraft wings, Journal of Sound and Vibration. 236 (2000) 49-60.

DOI: 10.1006/jsvi.2000.2981

Google Scholar

[16] S.L. Tsyfansky, V.I. Beresnevich, A.B. Oks, Nonlinear and Parametric Oscillations of Technological Vibration Machines, Zinatne, Riga, (1991).

Google Scholar

[17] S. Cifanskis, V. Beresnevics, Specialized analogue-digital computer system, High Tech in Latvia. Publishing House AGB, Riga (2004) 30-31.

Google Scholar