Novel Structural Damage Indices: Vibration Transmissibility and its Curvatures

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Abstract:

A new definition of vibration transmissibility, “the ratio of FRFs (Frequency Response Functions)”, is proposed to provide novel structural damage indices, i.e., vibration transmissibility and its real and complex curvatures. Using the FRF and its real and complex curvatures as references, the fundamental studies on performance of damage indices to reflect structural low-level damages are conducted using vibration-based nondestructive evaluation of a frame structure. The experimental results demonstrate that the sensitivity of the damage indices increases in the order of vibration transmissibility or FRF, and its real and complex curvatures. While the vibration transmissibility and its real and complex curvatures possess higher damage sensitivity than the FRF counterparts. The proposed novel damage indices are promising to develop viable and advanced structural nondestructive evaluation techniques.

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Periodical:

Key Engineering Materials (Volumes 324-325)

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343-346

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November 2006

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© 2006 Trans Tech Publications Ltd. All Rights Reserved

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[1] C. Farrar, et al. Phi. Trans. Royal Soc.: Math. Phy. and Eng. Sci., Vol. 359 (2001), pp.131-149.

Google Scholar

[2] Y. Fujino, M. Abe. Structural health monitoring in civil infrastructures and R&D of SHM of bridges at University of Tokyo. Proceedings of the 3rd International Workshop on Structural Health Monitoring: � The� Demands� and� Challenges, Stanford, CA, USA, (2001).

Google Scholar

[3] R. Sampaio, et al. Journal of Sound and Vibration, Vol. 226, Issue 5(1999), pp.1029-1042.

Google Scholar

[4] C. Zang, Imregun M. Archive of Applied Mechanics, Vol. 71(2001), pp.525-536.

Google Scholar

[5] T.J. Johnson, D.E. Adams. Transmissibility as a differential indicator of structural damage. Journal of Vibration and Acoustics, Vol. 124(2002), pp.634-641.

DOI: 10.1115/1.1500744

Google Scholar

[6] K. Worden. Damage detection using a novelty measure. Proceedings of the 15 th International Modal Analysis Conference, (1997), pp.631-637.

Google Scholar

[7] D.J. Ewins. Modal Testing: Theory and Practice. Research Studies Press, Letchworth, U K, (1998). (a) (b) (c) (d) Fig. 3 Illustration of HCCR, TCCR, HCCCR and TCCCR in damage scenario �. �.

Google Scholar