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Abstrakty
In this paper the method of crack detection, localization and estimation of its relative depth using wavelet analysis was presented. Basing on obtained results, which were based on the analysis with application of B-spline wavelet the consequences of inappropriate selection of wavelet order for the analysis was shown. In the case when the values of wavelet order were too low the detail coefficients were biased by the inappropriately filtered signal, which cause a significant increase of detail coefficients values in the location of a crack, while when the values of a wavelet order were too high the decrease of values of detail coefficients were observed due to the power losses caused by increased together with the wavelet order the length of effective support of a wavelet.
Słowa kluczowe
Czasopismo
Rocznik
Tom
Strony
39--46
Opis fizyczny
Bibliogr. 18 poz., wykr.
Twórcy
autor
- Institute of Fundamentals of Machinery Design, Silesian University of Technology
Bibliografia
- [1] Surace C., Ruotolo R., 1994: Crack detection of a beam using the wavelet transform, Proceedings of 12th International Modal Analysis Conference, 1994, 1, 1141-1147.
- [2] Douka E., Loutridis S., Trochidis A., 2003: Crack identification in beams using wavelet analysis, International Journal of Solids and Structures, 2003,40, 3557-3569.
- [3] Loutridis S., Douka E., Trochidis A., 2005: Crack identification in double-cracked beams using wavelet analysis, Journal of Sound and Vibration, 2005, 277, 1025-1039.
- [4] Gentile A., Messina A., 2003: On the continuous wavelet transforms applied to discrete vibrational data for detecting open cracks in damaged beams, International Journal of Solids and Structures, 2003, 40, 295-315.
- [5] Rucka M., Wilde K., 2006: Application of continuous wavelet transform in vibration based damage detection method for beams and plates, Journal of Sound and Vibration, 2006, 297, 536-550.
- [6] Zhong S., Oyadiji S.O., 2007: Crack detection in simply supported beams without baseline modal parameters by stationary wavelet transform, Mechanical Systems and Signal Processing, 2007, 21, 1853-1884.
- [7] Gökdağ H., Kopmaz O., 2009: A new damage detection approach for beam-type structures based on the combination of continuous and discrete wavelet transform, Journal of Sound and Vibration, 2009, 324, 1158-1180.
- [8] Katunin A., 2010: Identification of multiple cracks in composite beams using discrete wavelet transform, Scientific Problems of Machines Operation and Maintenance, 2010, 45, 41-52.
- [9] Katunin A., 2011a: The construction of high-order B-spline wavelets and their composition relations for fault detection and localisation in composite beams, Scientific Problems of Machines Operation and Maintenance, 2011, 46, 43-59.
- [10] Katunin A., 2011b: Damage identification in composite plates using two-dimensional B-spline wavelets, Mechanical Systems and Signal Processing, 2011, 25, 3153-3167.
- [11] Quek S.-T., Wang Q., Zhang L., Ang K.-K., 2001: Sensitivity analysis of crack detection in beams by wavelet technique, International Journal of Mechanical Sciences, 2001,43, 2899-2910.
- [12] Chang C.-C., Chen L.-W. 2003: Vibration damage detection of a Timoshenko beam by spatial wavelet based approach, Applied Acoustics, 2003, 64, 1217-1240.
- [13] Chang C.-C., Chen L.-W., 2005: Detection of the location and size of cracks in the multiple cracked beam by spatial wavelet based approach, Mechanical Systems and Signal Processing, 2005,19, 139-155.
- [14] Douka E., Loutridis S., Trichidis A., 2004: Crack identification in plates using wavelet analysis, Journal of Sound and Vibration, 2004, 270,279-295.
- [15] Loutridis S., Douka E., Hadjileontiadis L.J., Trochidis A., 2005: A two-dimensional wavelet transform for detection of cracks in plates, Engineering Structures, 2005, 27,1327-1338.
- [16] Khorram A., Rezaeian M., Bakhtiari-Nejad F., 2013: Multiple crack detection in a beam subjected to a moving load using wavelet analysis combined with factorial design, European Journal of Mechanics A/Solids, 2013,40, 97-113.
- [17] Katunin A., Holewik F., 2013: Crack identification in composite elements with non-linear geometry using spatial wavelet transform, Archives of Civil and Mechanical Engineering 2013,13, 287-296.
- [18] Katunin A., 2012: Reduction of boundary effect during structural damage identification using wavelet transform, Selected Engineering Problems, 2012, 3, 97-102.
Uwagi
EN
The research project was financed by the National Science Centre (Poland) granted according the decision no. DEC-2011/03/N/ST8/06205.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-660b01ad-b359-441e-9935-63fbd1400724