Smart Structures and Systems

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Sensitivity-based Damage detection in deep water risers using modal parameters: numerical study

  • Min, Cheonhong (Technology Center for Offshore Plant Industries, Korea Research Institute of Ships & Ocean Engineering) ;
  • Kim, Hyungwoo (Technology Center for Offshore Plant Industries, Korea Research Institute of Ships & Ocean Engineering) ;
  • Yeu, Taekyeong (Technology Center for Offshore Plant Industries, Korea Research Institute of Ships & Ocean Engineering) ;
  • Hong, Sup (Technology Center for Offshore Plant Industries, Korea Research Institute of Ships & Ocean Engineering)
  • Received : 2014.04.01
  • Accepted : 2015.01.19
  • Published : 2015.02.25
⟨ Previous Next ⟩

Abstract

A main goal of this study is to propose a damage detection technique to detect and localize damages of a top-tensioned riser. In this paper, the top-tensioned finite element (FE) model is considered as an analytical model of the riser, and a vibration-based damage detection method is proposed. The present method consists of a FE model updating and damage index method. In order to accomplish the goal of this study, first, a sensitivity-based FE model updating method using natural frequencies and zero frequencies is introduced. Second, natural frequencies and zero frequencies of the axial mode on the top-tensioned riser are estimated by eigenvalue analysis. Finally, the locations and severities of the damages are estimated from the damage index method. Three numerical examples are considered to verify the performance of the proposed method.

Keywords

Acknowledgement

Supported by : Ministry of Oceans and Fisheries of Korea

References

  1. Alvandi, A. and Cremona, C. (2006), "Assessment of vibration-based damage identification techniques", J Sound Vib., 292(1-2), 179-202. https://doi.org/10.1016/j.jsv.2005.07.036
  2. Bao, C., Hao, H. and Li, Z.X. (2013), "Integrated ARMA model method for damage detection of subsea pipeline system", Eng. Struct., 48, 176-192. https://doi.org/10.1016/j.engstruct.2012.09.033
  3. Dilena, M. and Morassi, A. (2004), "The use of anti resonances for crack detection in beams", J Sound Vib., 276, 195-214. https://doi.org/10.1016/j.jsv.2003.07.021
  4. Elman, P. and Alvim, R. (2008), "Development of a failure detection system for flexible risers", Proceedings of the 18th International Offshore and Polar Engineering Conference, Vancouver, Canada, July.
  5. Huang, C., Nagarajaiah, S. and Varadarajan, N. (2012), "Fatigue estimation in deepwater risers based on wavelets and second order blind identification", Proceedings of the ASME 31st International Conference on
  6. Ocean, Offshore and Artic Engineering, Rio de Janeiro, Brazil, July. Iranpour, M., Taheri, F. and Vandiver, J.K. (2008), "Structural life assessment of oil and gas risers under vortex-induced vibration", Marine Struct., 21(4), 353-373. https://doi.org/10.1016/j.marstruc.2008.02.002
  7. Jacqes, R., Clarke, T., Morikawa, S. and Strohaecker, T. (2010), "Monitoring the structural integrity of a flexible riser during dynamic loading with a combination of non-destructive testing methods", NDT&E Int, 43(6), 501-506. https://doi.org/10.1016/j.ndteint.2010.05.005
  8. Jones, K. and Turcotte, J., (2002), "Finite element model updating using antiresonant frequencies", J. Sound Vib., 252(4), 717-727. https://doi.org/10.1006/jsvi.2001.3697
  9. Kim, J.T. and Stubbs, N. (2002), "Improved damage identification method based on modal information", J Sound Vib., 252(2), 223-238. https://doi.org/10.1006/jsvi.2001.3749
  10. Kim, J.T. and Stubbs, N. (2003), "Crack detection in beam-type structures using frequency data", J Sound Vib., 259(1), 145-160. https://doi.org/10.1006/jsvi.2002.5132
  11. Kluk, D.J., McNeill, S.I., Bhalla, K.K., Saruhashi, T., Sawada, I., Kyo, M., Miyazaki, E. and Yamazaki, Y. (2013), "Development of a real-time riser fatigue monitoring system", Proceedings of the Offshore Technology Conference, Houston, Texas, USA, May.
  12. Lee, S.Y., Nguyen, K.D., Huynh, T.C., Kim, J.T., Yi, J.H. and Han. S.H. (2012), "Vibration-based damage monitoring of harbor caisson structure with damaged foundation-structure interface", Smart Struct. Syst., 10(6), 517-546. https://doi.org/10.12989/sss.2012.10.6.517
  13. Li, H.M., Yi, T.H., Ren, L.R., Li, D.S. and Huo, L.S. (2014), "Reviews on innovations and applications in structural heath monitoring for infrastructures", Smart Monit. Maint., 1(1), 1-45.
  14. Min, C.H., Park, S.Y. and Park, H.I. (2012), "Finite element model updating with experimental natural frequency and zero frequency", Int. J. Offshore Polar, 22(3), 225-233.
  15. Min, C.H., Sup, H., Kim, H.W., Choi, J.S. and Yeu, T.K. (2013), "Structural health monitoring for top-tensioned riser with response data of damaged model", Proceedings of the 10th ISOPE Ocean Mining and Gas Hydrates Symposium, Szczecin, Poland, September.
  16. Min, C.H., Sup, H., Park, S.Y. and Park, D.C. (2014), "Sensitivity-based finite element model updating with natural frequencies and zero frequencies for damped beam structures", Int. J. Nav. Archit. Ocean Eng., 6(4), 904-921. https://doi.org/10.2478/IJNAOE-2013-0221
  17. Mottershead, J.E. (1998), "On the zeros of structural frequency response functions and their sensitivities", Mech. Syst. Signal Pr., 12(5), 591-597. https://doi.org/10.1006/mssp.1998.0167
  18. Nam, D.H., Choi, S.H., Park, S.Y. and Stubbs, N. (2005), "Improved parameter identification using additional spectral information", Int. J. Solids Struct., 42(18-19), 4971-4987. https://doi.org/10.1016/j.ijsolstr.2005.02.017
  19. Park, S.Y., Park, D.C., Kim, E.H. and Kim, H.S. (2011), "Damage evaluation on a jacket platform structure using modal properties", Proceedings of the 21st International Offshore and Polar Engineering Conference, Maui, Hawaii, USA, June.
  20. Pipa, D., Morikawa, S., Pires, G., Camerini, C. and Santos, J.M. (2010), "Flexible riser monitoring using hybrid magnetic/optical strain gage techniques through RLS adaptive filtering", EURASIP J Advances in Signal Processing, 2010, Aritical ID 176203.
  21. Rade, D.A. and Lallement, G. (1998), "A strategy for the enrichment of experimental data as applied to an inverse eigensensitivity-based FE model updating method", Mech. Syst. Signal Pr., 12(2), 293-307. https://doi.org/10.1006/mssp.1997.0121
  22. Riveros, C., Utsunomiya, T., Maeda, K. and Itoh, K. (2008), "Damage detection in flexible risers using statistical pattern recognition techniques", Int. J. Offshore Polar, 18(1), 35-42.
  23. Rustad, A.M., Larsen, C.M. and Sorensen, A.J. (2008), "FEM modeling and automatic control for collision prevention of top tensioned risers", Marine Struct., 21, 80-112. https://doi.org/10.1016/j.marstruc.2007.04.003
  24. Stubbs, N. and Osegueda, R. (1990), "Global non-destructive damage evaluation in solids", Int. J. Anal. Exper. Modal Anal., 5, 67-79.
  25. Stubbs, N., Kim, J.T. and Topole, K.G. (1992), "An efficient and robust algorithm for damage localization in offshore platforms", Proceedings of the ASCE 10th Structures Congress, San Antonio, Texas, USA, April.
  26. Wei, D. and Bai, Y. (2009), "Development of an acoustic-based riser monitoring system", Proceedings of the ASME 28th International Conference on Ocean, Offshore and Artic Engineering, Honolulu, Hawaii, USA, May.
  27. You, T., Gardoni P. and Hurlebaus, S. (2014), "Iterative damage index method for structural health monitoring", Smart Monit. Maint., 1(1), 89-110.

Cited by

  1. Numerical study on mode curvature for damage detection of a drilling riser using transfer matrix technique vol.63, 2017, https://doi.org/10.1016/j.apor.2016.12.008
  2. Delamination identification of laminated composite plates using measured mode shapes vol.23, pp.2, 2015, https://doi.org/10.12989/sss.2019.23.2.195
  3. Experimental modelling of a top-tensioned riser for vibration-based damage detection vol.223, pp.None, 2015, https://doi.org/10.1016/j.engstruct.2020.111139