Technical Papers
Jul 14, 2017

Structural Damage Identification Using Mode Shape Slope and Curvature

Publication: Journal of Engineering Mechanics
Volume 143, Issue 9

Abstract

Mode shape–based structural damage detection is an emerging field of research. This study presents a vibration-based damage localization technique using the derivatives of mode shapes corresponding to undamaged and damaged states of a structure. First, mathematical expressions of the derivatives of mode shapes have been formulated and correlated with the damage location. The mathematical derivation shows that the difference in mode shape slopes attains a Dirac delta function at the location of the damage. Also, the difference in mode shape curvature is discontinuous at the damage location. However, it attains extreme values around the damage location. For illustration purposes, simulation studies on a shear building have been carried out to show the derivatives of the first few mode shapes to be sensitive to the damage location. An experimental case study involving a shake-table test has also been performed on a miniature model of a 6-story steel frame to investigate the efficiency of the proposed technique in real situations. Therefore, the mathematical formulation followed by the numerical study as well as the experimental investigation shows the competence of the proposed approach in structural damage identification.

Get full access to this article

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

Acknowledgments

The author would like to thank Dr. Samit Ray-Chaudhuri (Associate Professor, Department of Civil Engineering, IIT Kanpur, India) for his timely suggestion while conducting the shake-table test. The assistance received from the Structural Engineering Laboratory, Department of Civil Engineering, IIT Kanpur, in conducting the shake-table experiment is greatly appreciated.

References

Alvandi, A., and Cremona, C. (2006). “Assessment of vibration-based damage identification techniques.” J. Sound Vibr., 292(1–2), 179–202.
Bracewell, R. (1999). The Fourier transform and its applications, 3rd Ed., McGraw-Hill Science/Engineering/Math, New York.
Caicedo, J. M. (2011). “Practical guidelines for the natural excitation technique (NExT) and the eigensystem realization algorithm (ERA) for modal identification using ambient vibration.” Exp. Tech., 35(4), 52–58.
Caicedo, J. M., Dyke, S. J., and Johnson, E. A. (2004). “Natural excitation technique and eigensystem realization algorithm for phase I of the IASC-ASCE benchmark problem: Simulated data.” J. Eng. Mech. ASCE, 49–60.
Cao, M., Ye, L., Zhou, L., Su, Z., and Bai, R. (2011). “Sensitivity of fundamental mode shape and static deflection for damage identification in cantilever beams.” Mech. Sys. Signal Process., 25(2), 630–643.
Catbas, F., Brown, D., and Aktan, A. (2006). “Use of modal flexibility for damage detection and condition assessment: Case studies and demonstrations on large structures.” J. Struct. Eng. ASCE, 1699–1712.
Catbas, F. N., Gul, M., and Burkett, J. L. (2008). “Damage assessment using flexibility and flexibility-based curvature for structural health monitoring.” Smart Mater. Struct., 17(1), 015024.
Cawley, P., and Adams, R. D. (1979). “The locations of defects in structures from measurements of natural frequencies.” J. Strain Anal., 14(2), 49–57.
Chang, M., and Pakzad, S. (2014). “Optimal sensor placement for modal identification of bridge systems considering number of sensing nodes.” J. Bridge Eng., 04014019.
Clough, R. W., and Penzien, J. (2003). Dynamics of structures, Computers & Structures, Inc., Berkeley, CA.
Doebling, S. W., Farrar, C. R., and Goodman, R. S. (1997). “Effects of measurement statistics on the detection of damage in the Alamosa Canyon Bridge.” 15th Int. Modal Analysis Conf., Washington, DC, 919–929.
Farrar, C. R., et al. (1994). “Dynamic characterization and damage detection in the I-40 bridge over the Rio Grande.”, Los Alamos National Laboratory, NM.
Farrar, C. R., Doebling, S. W., Cornwell, P. J., and Straser, E. G. (1997). “Variability of modal parameters measured on the Alamosa Canyon Bridge.” 15th Int. Modal Analysis Conf., Office of Scientific and Technical Information, Washington, DC, 257–263.
Grewal, B. S. (2002). Higher engineering mathematics, Khanna Publishers, New Delhi, India.
Juang, J. N., Cooper, J. E., and Wright, J. R. (1988). “An eigensystem realization algorithm using data correlations (ERA/DC) for modal parameter identification.” Control-Theory Adv. Technol., 4(1), 5–14.
Kim, J. T., Ryu, Y. S., Cho, H. M., and Stubbs, N. (2003). “Damage identification in beam-type structures: Frequency-based method vs mode-shape-based method.” Eng. Struct., 25(1), 57–67.
Lee, E. T., and Eun, H. C. (2008). “Damage detection of damaged beam by constrained displacement curvature.” J. Mech. Sci. Technol., 22(6), 1111–1120.
Lifshitz, J. M., and Rotem, A. (1969). “Determination of reinforcement unbonding of composites by a vibration technique.” J. Composite Mater., 3(3), 412–423.
Lin, J., and Xu, Y. (2016). “Two-stage covariance-based multisensing damage detection method.” J. Eng. Mech., B4016003.
National Instruments Corporation. (2011). “A global leader in test, measurement, and control solutions.” Austin, TX, ⟨www.ni.com⟩ (Jan. 10, 2015).
Oldham, K. B., Myland, J., and Spanier, J. (1987). An atlas of functions: With Equator, the atlas function calculator, Hemisphere, Carlsbad, CA.
Pandey, A. K., Biswas, M., and Samman, M. M. (1991). “Damage detection from changes in curvature mode shapes.” J. Sound Vibr., 145(2), 321–332.
Parks, T. W., and Burrus, C. S. (1987). Digital filter design, Wiley-Interscience, New York.
PCB (Piezotronics). (2013). “Sensors for research and development and machinery health monitoring.” MTS Systems Corporation, Depew, NY, ⟨www.pcb.com⟩ (Jun. 17, 2015).
Roy, K., and Ray-Chaudhuri, S. (2013). “Fundamental mode shape and its derivatives in structural damage localization.” J. Sound Vibr., 332(21), 5584–5593.
Salawu, O. (1997). “Detection of structural damage through changes in frequency: A review.” Eng. Struct., 19(9), 718–723.
Shi, Z., Law, S. S., and Zhang, L. M. (2000). “Damage localization by directly using incomplete mode shapes.” J. Eng. Mech., 656–660.
Sim, S., Spencer, B. J., and Nagayama, T. (2011). “Multimetric sensing for structural damage detection.” J. Eng. Mech., 22–30.
Simon, P., Goldack, A., and Narasimhan, S. (2016). “Mode shape expansion for lively pedestrian bridges through kriging.” J. Bridge Eng., 04016015.
Stubbs, N., and Osegueda, R. (1990). “Global non-destructive damage evaluation in solids.” Int. J. Anal. Exp. Modal Anal., 5(2), 67–79.
Wahab, M. M. A., and Roeck, G. D. (1999). “Damage detection in bridges using modal curvatures: Application to a real damage scenario.” J. Sound Vibr., 266(2), 217–235.
Whalen, T. M. (2008). “The behavior of higher order mode shape derivatives in damaged, beam-like structures.” J. Sound Vibr., 309(3–5), 426–464.
Xu, Z., and Wu, K. (2012). “Damage detection for space truss structures based on strain mode under ambient excitation.” J. Eng. Mech., 1215–1223.
Zhao, J., and DeWolf, J. (2002). “Dynamic monitoring of steel girder highway bridge.” J. Bridge Eng., 350–356.
Zhao, J., and DeWolf, J. T. (1999). “Sensitivity study for vibrational parameters used in damage detection.” J. Struct. Eng., 410–416.
Zhu, H., Li, L., and He, X. Q. (2011). “Damage detection method for shear buildings using the changes in the first mode shape slopes.” Comput. Struct., 89(9–10), 733–743.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 143Issue 9September 2017

History

Received: Sep 6, 2015
Accepted: Mar 14, 2017
Published online: Jul 14, 2017
Published in print: Sep 1, 2017
Discussion open until: Dec 14, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Koushik Roy [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Indian Institutes of Technology Patna, Patna, Bihar 801103, India. E-mail: [email protected]

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