Technical Papers
Sep 29, 2023

An NCFA-Based Notch Frequency Feature Extraction Method for Guided Waves and Its Application in Steel Strand Tension Detection

Publication: Journal of Bridge Engineering
Volume 28, Issue 12

Abstract

The rapid and accurate identification of steel strand tension is critical in ensuring the safety of load-bearing structures and structural members, such as bridge cables. Ultrasonic-guided waves (UGWs) have a reasonable propagation distance and reliable detection efficiency, and they are promising for ensuring the safe monitoring of long-distance structures. The L(0,1) waveguide mode of the steel strand has a missing frequency band, and the center frequency of the missing band (notch frequency) positively correlates with axial tension. Based on this feature, a method for detecting the axial tension of steel strands was developed in this study based on notch frequency analysis. First, normalized complex frequency analysis (NCFA) was applied to investigate the trailing and amplitude attenuation of UGW signals generated by the missing frequency band to obtain the characteristic parameters related to the notch frequency under different tensions. Subsequently, a multiple nonlinear regression model was developed to predict the strand tension using the parameter samples. The experimental results showed that the proposed method can overcome the resolution limitation when using only frequency as the parameter. Moreover, the proposed method had an improved parameter and noise robustness. The average error of the prediction results was 1.843 kN within a loading force range of 50–150 kN, demonstrating the potential for practical engineering applications.

Get full access to this article

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

Data Availability Statement

All data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This study is supported by the National Natural Science Foundation of China (NSFC) under No. 52278294.

References

Bartoli, I., R. Phillips, S. Coccia, A. Srivastava, F. L. di Scalea, M. Fateh, and G. Carr. 2010. “Stress dependence of ultrasonic guided waves in rails.” Transp. Res. Rec. 2159 (1): 91–97. https://doi.org/10.3141/2159-12.
Bombarda, D., G. M. Vitetta, and G. Ferrante. 2021. “Rail diagnostics based on ultrasonic guided waves: An overview.” Appl. Sci. 11 (3): 1071. https://doi.org/10.3390/app11031071.
Chaki, S., and G. Bourse. 2009. “Stress level measurement in prestressed steel strands using acoustoelastic effect.” Exp. Mech. 49: 673–681. https://doi.org/10.1007/s11340-008-9174-9.
Chen, H.-L., and K. Wissawapaisal. 2001. “Measurement of tensile forces in a seven-wire prestressing strand using stress waves.” J. Eng. Mech. 127 (6): 599–606. https://doi.org/10.1061/(ASCE)0733-9399(2001)127:6(599).
Chen, H.-L., and K. Wissawapaisal. 2002. “Application of Wigner–Ville transform to evaluate tensile forces in seven-wire prestressing strands.” J. Eng. Mech. 128 (11): 1206–1214. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:11(1206).
Chioncel, C. P., N. Gillich, G. O. Tirian, and J. L. Ntakpe. 2015. “Limits of the discrete Fourier transform in exact identifying of the vibrations frequency.” Rom. J. Acoust. Vibr. 12 (1): 16.
Costello, G. A. 1997. Theory of wire rope. Berlin: Springer Science & Business Media.
Dubuc, B., A. Ebrahimkhanlou, and S. Salamone. 2018. “Higher order longitudinal guided wave modes in axially stressed seven-wire strands.” Ultrasonics 84: 382–391. https://doi.org/10.1016/j.ultras.2017.12.003.
Gao, W., D. Zhang, and X. Zhu. 2021. “Tension monitoring and defect detection by magnetostrictive longitudinal guided wave for fine wire rope.” IEEE Trans. Instrum. Meas. 70: 1–7. https://doi.org/10.1109/TIM.2021.3052004.
Hoerl, A. E., and R. W. Kennard. 1970. “Ridge regression: Applications to nonorthogonal problems.” Technometrics 12 (1): 69. https://doi.org/10.2307/1267352.
Hong, X., J. Zhou, and Y. He. 2019. “Damage detection of anchored region on the messenger cable based on matching pursuit algorithm.” Mech. Syst. Sig. Process. 130: 221–247. https://doi.org/10.1016/j.ymssp.2019.04.053.
Krishna, P. 2021. “A review of developments in steel: Implications for long-span structures.” Trans. Indian Inst. Met. 74: 1055–1064. https://doi.org/10.1007/s12666-020-02173-7.
Kwun, H., K. A. Bartels, and J. J. Hanley. 1998. “Effects of tensile loading on the properties of elastic-wave propagation in a strand.” J. Acoust. Soc. Am. 103 (6): 3370–3375. https://doi.org/10.1121/1.423051.
Li, F., X. Luo, K. Wang, and Y. Ji. 2017. “Pitting damage characteristics on prestressing steel strands by combined action of fatigue load and chloride corrosion.” J. Bridge Eng. 22 (7): 04017023. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001057.
Liu, X., B. Wu, and C. He. 2015. “A novel integrated sensor for stress measurement in steel strand based on elastomagnetic and magnetostrictive effect.” In Proc., Engineering Asset Management-Systems, Professional Practices and Certification: Proceedings of the 8th World Congress on Engineering Asset Management & the 3rd International Conference on Utility Management & Safety, edited by P. Tse, J. Mathew, K. Wong, R. Lam, and C. Ko, 65–73. Cham, Switzerland: Springer.
Liu, X., B. Wu, F. Qin, C. He, and Q. Han. 2017. “Observation of ultrasonic guided wave propagation behaviours in pre-stressed multi-wire structures.” Ultrasonics 73: 196–205. https://doi.org/10.1016/j.ultras.2016.08.014.
Mace, B. R., D. Duhamel, M. J. Brennan, and L. Hinke. 2005. “Finite element prediction of wave motion in structural waveguides.” J. Acoust. Soc. Am. 117 (5): 2835–2843. https://doi.org/10.1121/1.1887126.
Mead, D. J. 1973. “A general theory of harmonic wave propagation in linear periodic systems with multiple coupling.” J. Sound Vib. 27 (2): 235–260. https://doi.org/10.1016/0022-460X(73)90064-3.
Qian, J., X. Chen, L. Sun, G. Yao, and X. Wang. 2018. “Numerical and experimental identification of seven-wire strand tensions using scale energy entropy spectra of ultrasonic guided waves.” Shock Vib. 2018: 1–11. https://doi.org/10.1155/2018/6905073.
Tang, Z.-F., X.-D. Sui, Y.-F. Duan, P.-f. Zhang, and C. B. Yun. 2021. “Guided wave-based cable damage detection using wave energy transmission and reflection.” Struct. Control Health Monit. 28 (5): e2688. https://doi.org/10.1002/stc.2688.
Treyssede, F. 2016. “Dispersion curve veering of longitudinal guided waves propagating inside prestressed seven-wire strands.” J. Sound Vib. 367: 56–68. https://doi.org/10.1016/j.jsv.2015.12.050.
Treyssede, F., and L. Laguerre. 2010. “Investigation of elastic modes propagating in multi-wire helical waveguides.” J. Sound Vib. 329 (10): 1702–1716. https://doi.org/10.1016/j.jsv.2009.11.021.
Wu, T., W. Chen, and J. Xu. 2023. “Analysis of symmetrical wires breaking in unbonded prestressed steel strand considering bending deformation.” J. Bridge Eng. 28 (1): 04022124. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001968.
Wu, Y., F. Liu, X. Wang, and W. Du. 2019. “Analysis of guided waves dispersion and acoustoelastic effect in stressed waveguides by eigenfrequency method and experimental study.” Russ. J. Nondestr. Test. 55: 817–826. https://doi.org/10.1134/S106183091911010X.
Yeung, C., and C. T. Ng. 2019. “Time-domain spectral finite element method for analysis of torsional guided waves scattering and mode conversion by cracks in pipes.” Mech. Syst. Sig. Process. 128: 305–317. https://doi.org/10.1016/j.ymssp.2019.04.013.
Zhong, W. X., and F. W. Williams. 1995. “On the direct solution of wave propagation for repetitive structures.” J. Sound Vib. 181 (3): 485–501. https://doi.org/10.1006/jsvi.1995.0153.
Zhou, P., G. Zhou, Z. Zhu, Z. He, X. Ding, and C. Tang. 2019. “A review of non-destructive damage detection methods for steel wire ropes.” Appl. Sci. 9 (13): 2771. https://doi.org/10.3390/app9132771.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 28Issue 12December 2023

History

Received: Jun 5, 2023
Accepted: Aug 18, 2023
Published online: Sep 29, 2023
Published in print: Dec 1, 2023
Discussion open until: Feb 29, 2024

Permissions

Request permissions for this article.

Authors

Affiliations

State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, Liaoning, China. Email: [email protected]
Dongsheng Li [email protected]
State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, Liaoning, China (corresponding author). Email: [email protected]
State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, Liaoning, China. ORCID: https://orcid.org/0000-0002-1978-3338. Email: [email protected]
State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, Liaoning, China. Email: [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.

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