DOI QR코드

DOI QR Code

Determination of stay cable force based on effective vibration length accurately estimated from multiple measurements

  • Chen, Chien-Chou (Department of Construction Engineering, National Yunlin University of Science and Technology) ;
  • Wu, Wen-Hwa (Department of Construction Engineering, National Yunlin University of Science and Technology) ;
  • Huang, Chin-Hui (Department of Construction Engineering, National Yunlin University of Science and Technology) ;
  • Lai, Gwolong (Department of Construction Engineering, National Yunlin University of Science and Technology)
  • Received : 2012.02.17
  • Accepted : 2012.11.06
  • Published : 2013.04.25

Abstract

Due to its easy operation and wide applicability, the ambient vibration method is commonly adopted to determine the cable force by first identifying the cable frequencies from the vibration signals. With given vibration length and flexural rigidity, an analytical or empirical formula is then used with these cable frequencies to calculate the cable force. It is, however, usually difficult to decide the two required parameters, especially the vibration length due to uncertain boundary constraints. To tackle this problem, a new concept of combining the modal frequencies and mode shape ratios is fully explored in this study for developing an accurate method merely based on ambient vibration measurements. A simply supported beam model with an axial tension is adopted and the effective vibration length of cable is then independently determined based on the mode shape ratios identified from the synchronized measurements. With the effective vibration length obtained and the identified modal frequencies, the cable force and flexural rigidity can then be solved using simple linear regression techniques. The feasibility and accuracy of the proposed method is extensively verified with demonstrative numerical examples and actual applications to different cable-stayed bridges. Furthermore, several important issues in engineering practice such as the number of sensors and selection of modes are also thoroughly investigated.

Keywords

Acknowledgement

Supported by : National Science Council of Republic of China

References

  1. Chen, C.C., Wu, W.H., Liu, S.Y. and Lai, G.L. (2009), "The effects of rubber constraints on the effective vibration length of a stay cable", Proceedings of the 2009 Conference on Computer Applications in Civil and Hydraulic Engineering, Hsinchu, September.
  2. Clough, R.W. and Penzien, J. (1993), Dynamics of structures, McGraw-Hill, New York, NY.
  3. Cunha, A., Caetano, E. and Delgado, R. (2001), "Dynamic tests on large cable-stayed bridge", J. Bridge Eng. -ASCE, 6(1), 54-62. https://doi.org/10.1061/(ASCE)1084-0702(2001)6:1(54)
  4. Duan, Y.F., Zhang, R., Zhao, Y., Or, S.W., Fan, K.Q. and Tang, Z.K. (2011), "Smart Elasto-Magneto-Electric (EME) sensors for stress monitoring of steel structures in railway infrastructures", J. Zhejiang University (Science A), 12(12), 895-901. https://doi.org/10.1631/jzus.A11GT007
  5. Duan, Y.F., Zhang, R., Zhao, Y., Or, S.W., Fan, K.Q. and Tang, Z.K. (2012), "Steel stress monitoring sensors based on elasto-magnetic effect and using magneto-electric laminated composites", J. Appl. Phys., 111(7), 07E516/1-07E516/3.
  6. Fabo, P., Jarosevic, A. and Chandogam. B. (2002), "Health monitoring of steel cables using the elasto-magnetic method", Proceedings of the ASME International Mechanical Engineering Congress and Exposition, New Orleans, November.
  7. Fang, I.K., Chen, C.R. and Chang, I.S. (2004), "Field static load test on Kao-Ping-Hsi Cable-stayed Bridge", J. Bridge Eng.-ASCE, 9(6), 531-540. https://doi.org/10.1061/(ASCE)1084-0702(2004)9:6(531)
  8. Gautier, Y., Moretti, O. and Cremona, C. (2005), "Universal curves for practical estimation of cable tension by frequency measurement", Proceedings of the International Conference on Experimental Vibration Analysis for Civil Engineering Structures, Bordeaux, October.
  9. Geier, R., De Roeck, G. and Flesch, R. (2006), "Accurate cable force determination using ambient vibration measurements", Struct. Infrastruct. E., 2(1), 43-52. https://doi.org/10.1080/15732470500253123
  10. Geradin, M. and Rixen, D. (1997), Mechanical vibrations, theory and application to structural dynamics, John Wiley, Chichester, NY.
  11. Ko, J.M. and Ni, Y.Q. (2005), "Technology developments in structural health monitoring of large-scale bridges", Eng. Struct., 27(12), 1715-1725. https://doi.org/10.1016/j.engstruct.2005.02.021
  12. Lee, Z.K., Chen, C.C., Loh, C.H., Chang, K.C. and Lin, P.Y. (2005), "Cable force analysis with the constraint by guide-pipe vibration measurement by wireless sensing technology", Proceedings of the 18th KKCNN Symposium on Civil Engineering, Kaohsiung, December.
  13. Lee, Z.K., Chen, C.C., Chou, C.C. and Chang, K.C. (2006), "Analysis of ambient vibration signals of stay cables based on a finite element approach", J. Chinese Institute of Civil and Hydraulic Engineering, 18(2), 279-288.
  14. Li, D.S., Zhou, Z. and Ou, J.P. (2011), "Development and sensing properties study of FRP-FBG smart stay cable for bridge health monitoring applications", Measurement, 44(4), 722-729. https://doi.org/10.1016/j.measurement.2011.01.005
  15. Li, H., Ou, J. and Zhou, Z. (2009), "Applications of optical fibre Bragg gratings sensing technology-based smart stay cables", Optics Lasers Eng.,47(10), 1077-1084. https://doi.org/10.1016/j.optlaseng.2009.04.016
  16. Liu, L., Chen, W.M., Zhang, P., Wu, J. and Liu, H. (2011), "An embedded strain sensor in anchor zone for bridge cable tension measurement based on FBG", Proceedings of the SPIE - The International Society for Optical Engineering, Beijing, November.
  17. Mebrabi, A.B. and Tabatabai, H. (1998), "Unified finite difference formulation for free vibration of cables", J. Struct. Eng.-ASCE, 124(11)), 1313-1322. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:11(1313)
  18. Morse, P. and Ingard, K. (1987), Theoretical Acoustics, First Princeton University Press, Princeton, NJ.
  19. Ni, Y.Q., Zheng, G., and Ko, J.M. (2002), "Dynamic monitoring of bridge cables for condition assessment", Proceedings of the 2nd International Conference on Advances in Structural Engineering and Mechanics, Busan, August.
  20. Rebelo, C., Julio, E., Varum, H. and Costa, A. (2010), "Cable tensioning control and modal identification of a circular cable-stayed footbridge", Experimental Techniques, 34(4), 62-68.
  21. Ren, W.X., Liu, H.L. and Chen, G. (2008), "Determination of cable tensions based on frequency differences", Eng. Comput., 25(2), 172-189. https://doi.org/10.1108/02644400810855977
  22. Russell, J.C. and Lardner, T.J. (1998), "Experimental determination of frequencies and tension for elastic cables", J. Eng. Mech.-ASCE, 124(10), 1067-1072. https://doi.org/10.1061/(ASCE)0733-9399(1998)124:10(1067)
  23. Wang, G. and Wang, M.L. (2004), "The utilities of U-shape EM sensors in stress monitoring", Struct. Eng. Mech., 17(3-4), 291-302. https://doi.org/10.12989/sem.2004.17.3_4.291
  24. Wang, G., Wang, M.L., Zhao, Y., Chen, Y. and Sun, B. (2005), "Application of EM stress sensors in large steel cables", Proceedings of the SPIE - The International Society for Optical Engineering, San Diego, March.
  25. Wu, W.H., Chen, C.C., Liu, C.Y. and Lai, G.L. (2008), "Analysis of ambient vibration signal of shorter stay cables from stressing to service stages", Proceedings of the 4th European Workshop on Structural Health Monitoring, Krakow, July.
  26. Yen, W.H.P., Mehrabi, A.B. and Tabatabai, H. (1997), "Estimation of stay cable tension using a non-destructive vibration technique", Proceedings of the 15th Structures Congress, ASCE, Portland, April.
  27. Zhao, Y. and Wang, M.L. (2008), "Fast EM stress sensors for large steel cables", Proceedings of the SPIE - The International Society for Optical Engineering, San Diego, March.
  28. Zheng, G., Ko, J.M. and Ni, Y.Q. (2001), "Multimode-based evaluation of cable tension force in cable-supported bridges", Proceedings of the SPIE - The International Society for Optical Engineering, San Diego, March.
  29. Zui, H., Shinke, T. and Namita, Y. (1996), "Practical formula for estimation of cable tension by vibration method", J. Struct. Eng.-ASCE, 122(6), 651-656. https://doi.org/10.1061/(ASCE)0733-9445(1996)122:6(651)

Cited by

  1. Tension determination of stay cable or external tendon with complicated constraints using multiple vibration measurements vol.86, 2016, https://doi.org/10.1016/j.measurement.2016.02.053
  2. Application of digital photogrammetry techniques in identifying the mode shape ratios of stay cables with multiple camcorders vol.75, 2015, https://doi.org/10.1016/j.measurement.2015.07.037
  3. Determination of cable force based on the corrected numerical solution of cable vibration frequency equations vol.50, pp.1, 2014, https://doi.org/10.12989/sem.2014.50.1.037
  4. Application of stochastic subspace identification for stay cables with an alternative stabilization diagram and hierarchical sifting process vol.23, pp.9, 2016, https://doi.org/10.1002/stc.1836
  5. Diagnosis of instant and long-term damages in cable-stayed bridges based on the variation of cable forces 2018, https://doi.org/10.1080/15732479.2017.1375962
  6. Localization and quantification of partial cable damage in the long-span cable-stayed bridge using the abnormal variation of temperature-induced girder deflection pp.15452255, 2018, https://doi.org/10.1002/stc.2281
  7. Stable modal identification for civil structures based on a stochastic subspace algorithm with appropriate selection of time lag parameter vol.4, pp.4, 2013, https://doi.org/10.12989/smm.2017.4.4.331
  8. A novel tension estimation approach for elastic cables by elimination of complex boundary condition effects employing mode shape functions vol.166, pp.None, 2013, https://doi.org/10.1016/j.engstruct.2018.03.070
  9. Sensor fault diagnosis for bridge monitoring system using similarity of symmetric responses vol.23, pp.3, 2019, https://doi.org/10.12989/sss.2019.23.3.279
  10. Tension prediction for straight cables based on effective vibration length with a two-frequency approach vol.222, pp.None, 2013, https://doi.org/10.1016/j.engstruct.2020.111121
  11. Frequency-based tension assessment of an inclined cable with complex boundary conditions using the PSO algorithm vol.79, pp.5, 2013, https://doi.org/10.12989/sem.2021.79.5.619