Active Debonding Detection for Large Rectangular CFSTs Based on Wavelet Packet Energy Spectrum with Piezoceramics
Publication: Journal of Structural Engineering
Volume 139, Issue 9
Abstract
The debonding between the steel tube and the confined concrete core of concrete-filled steel tubes (CFSTs) can weaken the confinement effect of the steel tube on the concrete core and may induce a decrease in the load-carrying capacity and in the ductility. The debonding detection technique for CFSTs is still a challenging problem resulting from the inaccessibility and invisibility of the interface. In this paper, by embedding piezoelectric lead zirconate titanate (PZT) based functional smart aggregates (SAs) in concrete core as actuators and pasting PZT patches on the predetermined locations of the outer surfaces of the specimen as sensors, a novel active interface condition monitoring approach for rectangular CFST members is proposed and is experimentally validated with a scale rectangular CFST specimen with artificial debonding defects. Analysis of the wavelet packet energy spectrum (WPES) of the measurements of PZT patches is carried out, and a damage index, called the weighted variation of WPES (WVWPES) is defined to detect the artificial debonding regions. The results show that the proposed WVWPES index is sensitive to the debonding defect. Finally, the proposed approach is applied to evaluate the interface condition of a large rectangular CFST column of a super high-rise building.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The authors gratefully acknowledge the support provided by the National Natural Science Foundation of China (NSFC) under Grant No. 51278185 and the Program for New Century Excellent Talents in University (NCET-08-0178). The partial support by National Science Foundation (Award No. 0724190) in conducting this research is also greatly appreciated.
References
Bhalla, S., and Soh, C. K. (2004). “High frequency piezoelectric signatures for diagnosis of seismic/blast induced structural damage.” NDT Int., 37(1), 23–33.
Cawley, P. (1991). “A high frequency coin-tap method of non-destructive testing.” Mech. Syst. Signal Process., 5(1), 1–11.
Feng, M. Q., De Flaviis, F., and Kim, Y. J. (2002). “Use of microwaves for damage detection of FRP-wrapped concrete structures.” J. Eng. Mech., 128(2), 172–183.
Gu, H., Moslehy, Y., Sanders, D., Song, G., and Mo, Y. L. (2010). “Multi-functional smart aggregate-based structural health monitoring of circular reinforced concrete columns subjected to seismic excitations.” Proc., 12th Biennial Int. Conf. on Engineering, Science, Construction and Operations in Challenging Environments, ASCE, Reston, VA, 2888–2898.
Gu, H., Song, G., Dhonde, H., Mo, Y.-L., and Yan, S. (2006). “Concrete early-age strength monitoring using embedded piezoelectric transducers.” Smart Mater. Struct., 15(6), 1837–1845.
Jiao, L., and Li, H.-N. (2006). “Progress in the EMI technique of PZT in the health monitoring of civil engineering.” J. Disaster Prevention Mitigation Eng., 26(1), 102–108 (in Chinese).
Laskar, A., Gu, H., Mo, Y. L., and Song, G. (2009). “Progressive collapse of a 2-story reinforced concrete frame with embedded smart aggregate.” Smart Mater. Struct., 18(7), 075001.
Li, L. Q., and Han, X. J. (2000). “Using ultrasonic method to examine the quality of CFST.” J. Nanjing Arch. and Civil Eng. Inst., 53(2), 26–32 (in Chinese).
Martin, J., Hardy, M. S. A., Usmani, A. S., and Forde, M. C. (1998). “Accuracy of NDE in bridge assessment.” Eng. Struct., 20(11), 979–984.
Moslehy, Y., Gu, H., Belarbi, A., Mo, Y. L., and Song, G. (2010). “Structural health monitoring of reinforced concrete columns subjected to reversed cyclic loading using innovative smart aggregates.” Proc., 12th Biennial Int. Conf. on Engineering, Science, Construction and Operations in Challenging Environments, ASCE, Reston, VA, 3056–3071.
Park, G., Cudney, H. H., and Inman, D. J. (2001). “Feasibility of using impedance-based damage assessment for pipeline structures.” Earthquake Eng. Struct. Dynam., 30(10), 1463–1474.
Saafi, M., and Sayyah, T. (2001). “Health monitoring of concrete structures strengthened with advanced composite material using piezoelectric transducers.” Compos., Part B Eng., 32(4), 333–342.
Song, G., Gu, H., and Mo, Y. L. (2008). “Smart aggregates: Multi-functional sensors for concrete structures—A tutorial and a review.” Smart Mater. Struct., 17(3), 033001.
Song, G., Gu, H., Mo, Y. L., Hsu, T. T. C., and Dhonde, H. (2007). “Concrete structural health monitoring using embedded piezoceramic transducers.” Smart Mater. Struct., 16(4), 959–968.
Wang, C. S., Wu, F., and Chang, F.-K. (2001). “Structural health monitoring from fiber-reinforced composites to steel-reinforced concrete.” Smart Mater. Struct., 10(3), 548–552.
Wu, F., and Chang, F.-K. (2006a). “Debond detection using embedded piezoelectric elements in reinforced concrete structure—Part I: Experiment.” Struct. Health Monit., 5(1), 5–15.
Wu, F., and Chang, F.-K. (2006b). “Debond detection using embedded piezoelectric elements in reinforced concrete structure—Part II: Analysis and algorithm.” Struct. Health Monit., 5(1), 17–28.
Xu, B., Zhang, T., Song, G., and Gu, H. (2013). “Active interface debonding detection of a concrete-filled steel tube with piezoelectric techniques using wavelet packet analysis.” Mech. Syst. Signal Process., 36(1), 7–17.
Yan, S., et al. (2009). “Health monitoring of reinforced concrete shear walls using smart aggregates.” Smart Mater. Struct., 18(4), 1–7.
Zhao, X., and Li, H.-N. (2006). “Health monitoring of reinforced concrete frame-shear wall using piezoceramic transducer.” J. Vib. Shock, 25(4), 82–84 (in Chinese).
Zhao, X., and Li, H.-N. (2009). “Piezoelectric-based monitoring of concrete crack damage.” Piezoelectric and Acousto-optic, 31(3), 437–440 (in Chinese).
Information & Authors
Information
Published In
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Jul 9, 2011
Accepted: Jul 20, 2012
Published online: Aug 10, 2012
Published in print: Sep 1, 2013
Authors
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.