Skip to main content
Log in

Experimental damage identification using modified mode shape difference

  • Published:
Journal of Marine Science and Application Aims and scope Submit manuscript

Abstract

An experimental program was undertaken to test the feasibility to detect the occurrence of structural damage using a modified mode shape difference technique. The vibration response of a steel beam fixed at one end and hinged at the other was obtained for the intact and damage conditions. Modal analysis was performed to extract the frequencies and mode shapes. The method shows a good potential in detection of occurrence and location of damage.

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

Access this article

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

Instant access to the full article PDF.

Similar content being viewed by others

References

  • Abdo MA, Hori M (2002). A numerical study of structural damage detection using changes in the rotation of mode shapes. Journal of Sound and vibration, 251(2), 227–239.

    Article  Google Scholar 

  • Araújo dos Santos JV, Lopes, HMR, Vaz M, Mota Soares CM, Mota Soares CA, de Freitas MJM (2006). Damage localization in laminated composite plates using mode shapes measured by pulsed TV holography. Composite Structures, 76(3), 272–281.

    Article  Google Scholar 

  • Araújo dos Santos JV, Mota Soares CM, Mota Soares CA, Pina HLG (2000). Development of a numerical model for the damage identification on composite plate structures. Composite Structures, 48(1–3), 59–65.

    Article  Google Scholar 

  • Chang, CC, Chen LW (2005). Detection of the location and size of cracks in the multiple cracked beam by spatial wavelet based approach. Mechanical Systems and Signal Processing, 19(1), 139–155.

    Article  Google Scholar 

  • Choi FC, Li J, Samali B, Crews K (2008). Application of the modified damage index method to timber beams. Engineering Structures, 30(4), 1124–1145.

    Article  Google Scholar 

  • Chandrashekhar M, Ganguli R (2009). Damage assessment of structures with uncertainty by using mode-shape curvatures and fuzzy logic. Journal of Sound and Vibration, 326(3–5), 939–957.

    Article  Google Scholar 

  • Elshafey A, Haddara M, Marzouk, H (2010). On the use of mode shapes in the identification of structural damage. Proceedings of the ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering, OMAE2010, Shanghai, China.

  • Fan W, Qiao P (2009). A 2-D continuous wavelet transform of mode shape data for damage detection of plate structures. International Journal of Solids and Structures, 46(25–26), 4379–4395.

    Article  MATH  Google Scholar 

  • Fang SE, Perera R (2009). Power mode shapes for early damage detection in linear structures. Journal of Sound and Vibration, 324(1–2), 40–56.

    Article  Google Scholar 

  • Guo HY, Li ZL (2009). A two-stage method to identify structural damage sites and extents by using evidence theory and micro-search genetic algorithm. Mechanical Systems and Signal Processing, 23(3), 769–782.

    Article  Google Scholar 

  • He J, Fu ZF (2001). Modal analysis. Butterworth-Heinemann Publishing, Jordan Hill, Oxford, United Kingdom.

    Google Scholar 

  • Hong JC, Kim YY, Lee HC, Lee YW (2002). Damage detection using the Lipschitz exponent estimatedby the wavelet transform: applications to vibrationmodes of a beam. International Journal of Solids and Structures, 39(7), 1803–1816.

    Article  MATH  Google Scholar 

  • Ismail Z, Abdul Razak H, Abdul Rahman AG (2006). Determination of damage location in RC beams using mode shapederivatives. Engineering Structures, 28(11), 1566–1573.

    Article  Google Scholar 

  • Kim JT, Ryu YS, Cho HM, Stubbs N (2003). Damage identification in beam-type structures: frequency-basedmethod vs mode-shape-based method. Engineering Structures, 25(1), 57–67.

    Article  Google Scholar 

  • Li YY, Cheng L, Yam LH, Wong WO (2002). Identification of damage locations for plate-like structures using damage sensitive indices: strain modal approach. Computers and Structures, 80(25), 1881–1894.

    Article  Google Scholar 

  • Maia NMM, Silva JMM, Almas EAM, Sampaio RPC (2003). Damage detection in structures: from mode shape to frequency response function methods. Mechanical Systems and Signal Processing, 17(3), 489–498

    Article  Google Scholar 

  • Ndambi JM, Vantomme J, Harri K (2002). Damage assessment in reinforced concrete beams using eigenfrequencies and mode shape derivatives. Engineering Structures, 24(4), 501–515.

    Article  Google Scholar 

  • Owolabi GM, Swamidas ASJ, Seshadri R (2003). Crack detection in beams using changes in frequencies and amplitudes of frequency response functions. Journal of Sound and Vibration, 265(1), 1–22.

    Article  Google Scholar 

  • Pai PF, Young LG, Lee SY (2003). A dynamics-based method for crack detection and estimation. Structural Health Monitoring, 2(1), 5–25.

    Article  Google Scholar 

  • Parloo E, Guillaume P, Van Overmeire M (2003). Damage assessment using mode shape sensitivities. Mechanical Systems and Signal, 17(3), 499–518.

    Article  Google Scholar 

  • Peng ZK, Lang ZQ, Billings SA (2007). Crack detection using nonlinear output frequency response functions. Journal of Sound and Vibration, 301(3–5), 777–788.

    Article  Google Scholar 

  • Qiao P, Lu K, Lestari W, Wang J (2007). Curvature mode shape-based damage detection in composite laminated plates. Composite Structures, 80(3), 409–428.

    Article  Google Scholar 

  • Ratcliffe CP (1997). Damage detection using a modified Laplacian operator on mode shape data. Journal of Sound and Vibration, 204(3), 505–517.

    Article  Google Scholar 

  • Rodríguez R, Escobar JA, Gómez R (2010). Damage detection in instrumented structures without baseline modal parameters. Engineering Structures, 32(6), 1715–1722.

    Article  Google Scholar 

  • Votsis RA, Chryssanthopoulos MK (2009). Assessment of debonding in GFRP joints using damage identification techniques. Construction and Building Materials, 23(4), 1690–1697.

    Article  Google Scholar 

  • Waldron K, Ghoshal A, Schulz MJ, Sundaresan MJ, Ferguson F, Pai PF, Chung JH (2002). Damage detection using finite element and laser operational defection shapes. Finite Elements in Analysis and Design, 38(3), 193–226.

    Article  MATH  Google Scholar 

  • Wang J, Lin C, Yen S (2007). A story damage index of seismically-excited buildings based on modal frequency and mode shape. Engineering Structures, 29(9), 2143–2157.

    Article  Google Scholar 

  • Wang J, Qiao P (2008). On irregularity-based damage detection method for cracked beams. International Journal of Solids and Structures, 45(2), 688–704.

    Article  MathSciNet  MATH  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Ahmed A. Elshafey.

Additional information

Foundation item: Supported by PRAC, NSERC, and MITACS.

Ph.D. Ahmed A. Elshafey. is an assistant Professor, Faculty of Engineering, Minufiya University, Egypt and a post doctorate fellow, Memorial University of Newfoundland. He has many publications in the field of dynamics, modal analysis and structural health monitoring.

Ph.D. H. Marzouk has published many papers in the area of high-strength concrete design, creep analysis, building design; rehabilitation of existing concrete structural elements using fibre reinforced plastics and steel plates; offshore design; stress analysis; steel rehabilitation of columns.

Ph.D. M.R. Haddara is a research Prof., Naval Architecture, Memorial University of Newfoundland. He has many publications in the field of Parametric Identification, ship motion, structural dynamics, stability, reliability, and risk based maintenance.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Elshafey, A.A., Marzouk, H. & Haddara, M.R. Experimental damage identification using modified mode shape difference. J. Marine. Sci. Appl. 10, 150–155 (2011). https://doi.org/10.1007/s11804-011-1054-5

Download citation

  • Received:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11804-011-1054-5

Keywords

Navigation