DOI QR코드

DOI QR Code

Damage detection through structural intensity and vibration based techniques

  • Petrone, G. (Department of Industrial Engineering, Aerospace Section, University Federico II) ;
  • Carzana, A. (Department of Industrial Engineering, Aerospace Section, University Federico II) ;
  • Ricci, F. (Department of Industrial Engineering, Aerospace Section, University Federico II) ;
  • De Rosa, S. (Department of Industrial Engineering, Aerospace Section, University Federico II)
  • 투고 : 2017.07.27
  • 심사 : 2017.07.31
  • 발행 : 2017.11.25

초록

The development systems for the Structural Health Monitoring has attracted considerable interest from several engineering fields during the last decades and more specifically in the aerospace one. In fact, the introduction of those systems could allow the transition of the maintenance strategy from a scheduled basis to a condition-based approach providing cost benefits for the companies. The research presented in this paper consists of a definition and next comparison of four methods applied to numerical measurements for the extraction of damage features. The first method is based on the determination of the Structural Intensity field at the on-resonance condition in order to acquire information about the dissipation of vibrational energy throughout the structure. The Damage Quantification Indicator and the Average Integrated Global Amplitude Criterion methods need the evaluation of the Frequency Response Function for a healthy plate and a damaged one. The main difference between these two parameters is their mathematical definition and therefore the accuracy of the scalar values provided as output. The fourth and last method is based on the Mode-shape Curvature, a FRF-based technique which requires the application of particular finite-difference schemes for the derivation of the curvature of the plate. All the methods have been assessed for several damage conditions (the shape, the extension and the intensity of the damage) on two test plates: an isotropic (steel) plate and a 4-plies composite plate.

키워드

참고문헌

  1. Liu, Z.S. and Swaddiwudhipong, S. (1997), "Response of plate and shell structures due to low velocity impact", J. Eng. Mech., 123(12), 1230-1237. https://doi.org/10.1061/(ASCE)0733-9399(1997)123:12(1230)
  2. Shepherd, M.R., Conlon, S.C., Semperlotti, F. and Hambric, S.A. (2012), "Structural intensity modeling and simulations for damage detection", J. Vibr. Acoust., 134(5), 051004. https://doi.org/10.1115/1.4006376
  3. Lee, H.P., Lim, S.P. and Khun, M.S. (2006), "Diversion of energy flow near crack tips of a vibrating plate using the structural intensity techniques", J. Sound Vibr., 296(3), 602-622. https://doi.org/10.1016/j.jsv.2006.03.007
  4. Noiseux, D.U. (1970), "Measurement of power flow in uniform beams and plates", J. Acoust. Soc. Am., 47(1B), 238-247. https://doi.org/10.1121/1.1911472
  5. Pavic, G. (1976), "Measurement of structure borne wave intensity", J. Sound Vibr., 49(2), 221-230. https://doi.org/10.1016/0022-460X(76)90498-3
  6. Lim, S.P., Lee, H.P. and Khun, M.S. (2006), "Diversion of energy flow near crack tips of a vibrating plate using the structural intensity technique", J. Sound Vibr., 296(3), 602-622. https://doi.org/10.1016/j.jsv.2006.03.007
  7. El-Abbasi, N. and Meguid, S.A. (1998), "Large deformation analysis of contact in degenerate shell elements", J. Numer. Meth. Eng., 43(6), 1127-1141. https://doi.org/10.1002/(SICI)1097-0207(19981130)43:6<1127::AID-NME467>3.0.CO;2-P
  8. Liu, Z.S., Lee, H.P. and Lu, C. (2004), "Structural intensity study of plates under low-velocity impact", J. Imp. Eng., 31(8), 957-975.
  9. Al-Shudeifat, M.A. and Butcher, E.A. (2011), "On the dynamics of a beam with switching crack and damaged boundaries", J. Vibr. Contr., 19(1), 30-46. https://doi.org/10.1177/1077546311428640
  10. Simmermacher, T., Cogan, S., Horta, L.G. and Barthorpe, R. (2012), Topics in Model Validation and Uncertainty Quantification, Springer.
  11. Verheij, J. (1980), "Cross-spectral density methods for measuring structure-borne power flow on beams and pipes", J. Sound Vibr., 70(1), 133-138. https://doi.org/10.1016/0022-460X(80)90559-3
  12. Cuschieri, J. (1987), "Power flow as a complement to statistical energy analysis and finite element analysis", Stat. Energy Analy.
  13. Arruda, J.R.F. and Mas, P. (1996), "Predicting and measuring flexural power flow in plates", Proceedings of the SPIE the International Society for Optical Engineering.
  14. Hambric, S.A. (2009), "Power flow and mechanical intensity calculations in structural finite element analysis", J. Vibr. Acoust., 112(4), 542-549. https://doi.org/10.1115/1.2930140
  15. Petrone, G., De Vendittis, M., De Rosa, S. and Franco, F. (2016), "Numerical and experimental investigations on structural intensity in plates", Compos. Struct., 140 94-105. https://doi.org/10.1016/j.compstruct.2015.12.034
  16. Gavric, L. and Pavic, G. (1993), "A finite element method for computation of structural intensity by the normal mode approach", J. Sound Vibr., 164(1), 29-43. https://doi.org/10.1006/jsvi.1993.1194
  17. Jalali, H. and Noohi, F. (2018), "A modal-energy based equivalent lumped model for open cracks", Mech. Syst. Sign. Proc., 98, 50-62. https://doi.org/10.1016/j.ymssp.2017.04.038
  18. Guo, T. and Xu, Z. (2018), "Data fusion of multi-scale representations for structural damage detection", Mech. Syst. Sign. Proc. 98, 1020-1033. https://doi.org/10.1016/j.ymssp.2017.05.045

피인용 문헌

  1. Damage assessment based on static and dynamic responses applied to foundation beams vol.72, pp.5, 2017, https://doi.org/10.12989/sem.2019.72.5.585