TECHNICAL NOTES
Jun 1, 2008

Energy Index Method: Technique for Identification of Structural Damages

Publication: Journal of Structural Engineering
Volume 134, Issue 6

Abstract

A structural damage detection method based on the change of strain energy in each element before and after the occurrence of damage is presented. The proposed method can localize and quantify both single and multiple damages. The algorithm requires only the stiffness and mass matrices of the baseline structure and a few measured mode shapes of the current structure to find the location and severity of damage. The proposed method is applied to a benchmark problem sponsored by the IASC-ASCE Task Group on Structural Health Monitoring, which was developed in order to facilitate the comparison of various damage identification methods.

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References

Cornwell, P. J., Doebling, S. W., and Farrar, C. R. (1997). “Application of the strain energy damage detection method to plate-like structures.” Proc., 15th Int. Modal Analysis Conf., 1312–1318.
Cornwell, P. J., Doebling, S. W., and Farrar, C. R. (1999). “Application of the strain energy damage detection method to plate-like structures.” J. Sound Vib., 224(2), 359–374.
Dyke, S. J., Bernal, D., Beck, J. L., and Ventura, C. (2001). “An experimental benchmark problem in structural health monitoring.” Proc., 3rd Int. Workshop on Structural Health Monitoring, 12–14.
Farrar, C. R., and Jauregui, D. V. (1996). “Damage detection algorithms applied to experimental and numerical modal data from the I-40 Bridge.” Rep. No. LA-13074-MS, Los Alamos National Laboratory.
Johnson, E. A., Lam, H. F., Katafygiotis, L. S., and Beck, J. L. (2004). “Phase I IASC-ASCE structural health monitoring benchmark problem using simulated data.” J. Eng. Mech., 130(1), 3–15.
Juang, J. N., and Papa, R. S. (1985). “An eigensystem realization algorithm for modal parameter identification and model reduction.” J. Guid. Control Dyn., 8, 620–627.
Lawson, C. L., and Hanson, R. J. (1974). Solving least square problems, Prentice-Hall, Englewood Cliffs, N.J.
Pandey, A. K., and Biswas, M. (1994). “Damage detection in structures using changes in flexibility.” J. Sound Vib., 169(1), 3–17.
Pandey, A. K., Biswas, M., and Samman, M. M. (1991). “Damage detection from changes in curvature mode shapes.” J. Sound Vib., 145(2), 321–332.
Park, S., Kim, B. Y., and Stubbs, N. (2002). “Nondestructive damage detection in large structures via vibration monitoring.” Electron. J. Struct. Eng., 2, 59–75, ⟨http://www.ejse.org⟩.
Ren, W. X., and Roeck, G. D. (2002). “Structural damage identification using modal data. I: Simulation verification.” J. Struct. Eng., 128(1), 87–95.
Shi, Z. Y., Law, S. S., and Zhang, L. M. (1998). “Structural damage localization from modal strain energy change.” J. Sound Vib., 218(5), 825–844.
Shi, Z. Y., Law, S. S., and Zhang, L. M. (2000). “Structural damage detection from modal strain energy change.” J. Eng. Mech., 126(12), 1216–1223.
Shi, Z. Y., Law, S. S., and Zhang, L. M. (2002). “Improved damage quantification from elemental modal strain energy change.” J. Eng. Mech., 128(5), 521–529.
Stubbs, N., Kim, J.-T., and Farrar, C. R. (1995). “Field verification of a non-destructive damage localization and severity estimation algorithm.” Proc., 13th Int. Modal Analysis Conf., 210–218.
Stubbs, N., Kim, J.-T., and Topole, K. (1992). “An efficient and robust algorithm for damage localization in offshore platforms.” Proc. ASCE 10th Structures Congress, 543–546.
Topole, K., and Stubbs, N. (1995). “Non-destructive damage evaluation of a structure from limited modal parameters.” Earthquake Eng. Struct. Dyn., 24, 1427–1436.
Zhang, Z., and Aktan, A. E. (1995). “The damage indices for the constructed facilities.” Proc., 13th Int. Modal Analysis Conf., 1520–1529.
Zimmerman, D. C., and Kaouk, M. (1994). “Structural damage detection using a minimum rank update theory.” J. Vibr. Acoust., 116, 222–231.

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Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 134Issue 6June 2008
Pages: 1061 - 1064

History

Received: Jan 7, 2004
Accepted: Oct 8, 2007
Published online: Jun 1, 2008
Published in print: Jun 2008

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Authors

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Ashkan Sharifi [email protected]
Ph.D. Candidate, Civil Engineering Dept., School of Engineering, Shiraz Univ., Shiraz, Fars 7134851156, Iran. E-mail: [email protected]
Mohammad Reza Banan [email protected]
Associate Professor, Civil Engineering Dept., School of Engineering, Shiraz Univ., Shiraz, Fars 7134851156, Iran; and, Visiting Associate Professor, Civil Engineering Dept., American Univ. of Sharjah, Sharjah, UAE. E-mail: [email protected]; [email protected]

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