Skip to main content
Log in

Damage identification through the comparison with pseudo-baseline data at damaged state

  • Original Article
  • Published:
Engineering with Computers Aims and scope Submit manuscript

Abstract

Without baseline information prior to damage, the damage should be detected by only measured data. Most non-baseline damage detection methods can be sensitive to the external noise and have difficulty in detecting damage when the sensor is not close to it. The purpose of this study is to propose a non-baseline damage detection method using only a few measurements and being less sensitive to the noise. A set of pseudo-reference data to be established at measurement instant is compared with another set of measurement data on the structure with the additional damage at a known location. The damage is found at the location to represent the abrupt change of the difference in the two response data sets. Compared to the global-deviation method, this method has merits to reduce the noise effect and to be able to detect damage by a few sensors. The experimental work also investigates the sensitivity of accelerometer and strain gage in detecting damage. The proposed method is verified in a numerical application and an experiment.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Subscribe and save

Springer+ Basic
$34.99 /Month
  • Get 10 units per month
  • Download Article/Chapter or eBook
  • 1 Unit = 1 Article or 1 Chapter
  • Cancel anytime
Subscribe now

Buy Now

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6

Similar content being viewed by others

References

  1. Serker NHMK, Wu Z (2007) A non-baseline damage identification method based on the static strain response. In: Proceedings of the international conference on mechanical engineering (ICME2007) ICME07-AM-66, Dhaka, Bangladesh

  2. Rucevskis S, Wesolowski M, Chate A (2009) Vibration-based damage detection in a beam structure with multiple damage locations. Aviation 13(3):61–71

    Article  Google Scholar 

  3. Ratcliffe CP, Bagaria WJ (1998) A vibration technique for locating delamination in a composite beam. AIAA J 36(6):1074–1077

    Article  Google Scholar 

  4. Ratcliffe CP (2000) A frequency and curvature based experimental method for locating damage in structures. J Vib Acoust 122:324–329

    Article  Google Scholar 

  5. Yoon MK, Heider D, Gillespie JW, Ratcliffe CP, Crane RM (2009) Local damage detection with the global fitting method using operating deflection shape data. J Nondestruct Eval 29(1):25–37

    Article  Google Scholar 

  6. Lee ET, Rahmatalla S, Eun HC (2013) Non-baseline damage detection based on the deviation of displacement mode shape data. J Nondestruct Eval 32:14–24

    Article  Google Scholar 

  7. Sampaio RPC, Maia NMM, Silva JMM (1999) Damage detection using the frequency response function curvature method. J Sound Vib 226:1029–1042

    Article  Google Scholar 

  8. Mingyao L, Menglong K, Zude Z, Yuegang T (2011) Strain response frequency function-based mechanical damage identification by fiber bragg grating sensors. In: ICDMA, 2011, 2012 Third international conference on digital manufacturing and automation, Zhangjiajie, Hunan, pp 1117–1120. doi:10.1109/ICDMA.2011.275

  9. Kesavan A, John S, Herszberg I (2012) Strain-based structural health monitoring of complex composite structures. Struct Health Monit 7:203–213

    Article  Google Scholar 

  10. Loutas TH, Panopoulou A, Roulias D, Kostopoulos V (2012) Intelligent health monitoring of aerospace composite structures based on dynamic strain measurements. Expert Syst Appl 39:8412–8422

    Article  Google Scholar 

Download references

Acknowledgments

This work was supported by the National Research Foundation of Korea (NRF) Grant funded by the Korea government (MEST) (No. 2011-0012164).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Hee-Chang Eun.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Lee, ET., Eun, HC. Damage identification through the comparison with pseudo-baseline data at damaged state. Engineering with Computers 32, 247–254 (2016). https://doi.org/10.1007/s00366-015-0413-2

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00366-015-0413-2

Keywords