TECHNICAL NOTES
Jun 1, 2000

Damage Localization by Directly Using Incomplete Mode Shapes

Publication: Journal of Engineering Mechanics
Volume 126, Issue 6

Abstract

A sensitivity- and statistical-based method to localize structural damage by direct use of incomplete mode shapes is presented. The method is an extension of the multiple damage location assurance criterion (MDLAC), developed by Messina et al. by using incomplete mode shape instead of modal frequency. This approach makes use of the good sensitivity of mode shape to local damage. The damage detection strategy is to localize the damage sites first by using incomplete measured mode shapes, and then to detect the damage site and extent again by using measured natural frequencies, which have a better accuracy than mode shapes. A plane truss structure is analyzed as a numerical example to compare the performance of the proposed method with the multiple damage location assurance criterion. Results indicate that the new method is more accurate and robust in damage localization with or without noise effect.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Farrar, C. R., and Cone, K. M. (1995). “Vibration testing of the I-40 bridge before and after the introduction of damage.” Proc., 13th Int. Modal Anal. Conf., 1, 203–209.
2.
Law, S. S., Shi, Z. Y., and Zhang, L. M. (1998). “Structural damage detection from incomplete and noisy modal data.”J. Engrg. Mech., ASCE, 124(11), 1280–1288.
3.
Messina, A., Williams, E. J., and Contursi, T. (1998). “Structural damage detection by a sensitivity and statistical-based method.” J. Sound and Vib., 216(5), 791–808.
4.
Pandey, A. K., and Biswas, M. (1995). “Experimental verification of flexibility difference method for locating damage in structures.” J. Sound and Vib., 184(2), 311–328.
5.
Shi, Z. Y., Ding, X. H., and Gu, H. Z. (1995). “A new model reduction and expansion method.” Proc., Int. Conf. on Struct. Dyn., Vib., Noise and Control, Hong Kong Polytechnic University, Hong Kong, 847–852.
6.
Shi, Z. Y., Law, S. S., and Zhang, L. M. (1998). “Structural damage localization from modal strain energy change.” J. Sound and Vib., 218(5), 825–844.
7.
Sidhu, J., and Ewins, D. J. (1984). “Correlation of finite and modal test studies of a practical structure.” Proc., 2nd Int. Modal Anal. Conf., Society for Experimental Mechanics, U.S.A., 756–762.
8.
West, M. L., Milman, M., and Kissil, A. (1996). “Mode shape expansion techniques for prediction: experimental evaluation.” AIAA J., 34(4), 821–829.
9.
Zimmerman, D. C., and Kaouk, M. (1994). “Structural damage detection using a minimum rank update theory.” J. Vib. and Acoust., 116(2), 222–231.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 126Issue 6June 2000
Pages: 656 - 660

History

Received: Mar 1, 1999
Published online: Jun 1, 2000
Published in print: Jun 2000

Permissions

Request permissions for this article.

Authors

Affiliations

PhD Student, Dept. of Civ. and Struct. Engrg., Hong Kong Polytechnic Univ., Kowloon, Hong Kong.
Assoc. Prof., Dept. of Civ. and Struct. Engrg., Hong Kong Polytechnic Univ., Kowloon, Hong Kong.
Prof., Inst. of Vibration Engrg., Nanjing Univ. of Aeronautics and Astronautics, Nanjing 210016, China.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share