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Acoustic Matching Characteristics of Annular Piezoelectric Ultrasonic Sensor

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Using intelligent materials and sensors to monitor the safety of concrete structures is a hot topic in the field of civil engineering. In order to realize the omni-directional monitoring of concrete structural damage, the authors of this paper designed and fabricated an embedded annular piezoelectric ultrasonic sensor using the annular piezoelectric lead zirconate titanate (PZT) ceramic as a sensing element and epoxy resin as the matching and the backing layers. The influence of different matching and backing layers thickness on the acoustic characteristic parameters of the sensor were studied. The results show that the resonant frequency corresponding to the axial mode of annular piezoelectric ceramics moves toward the high frequency direction with the decrease of the height of piezoelectric ceramics, and the radial vibration mode increases as well as the impedance peak. With the thickness of the backing layer increases from 1 mm to 2 mm, the radial resolution of the annular piezoelectric ultrasonic sensor is enhanced, the pulse width is reduced by 39% comparing with the sensors which backing layer is 1 mm, and the head wave amplitude and −3 dB bandwidth are increased by 61% and 66%, respectively. When the matching layer thickness is 3 mm, the sensor has the highest amplitude response of 269 mV and higher sensitivity.
Rocznik
Strony
275--284
Opis fizyczny
Bibliogr. 22 poz., fot., rys., tab., wykr.
Twórcy
autor
  • Shandong Provincial Key Lab of Preparation and Measurement of Building Materials, University of Jinan Jinan 250022, PR China
autor
  • School of Civil Engineering, Central South University Changsha 410075, PR China
autor
  • Shandong Provincial Key Lab of Preparation and Measurement of Building Materials, University of Jinan Jinan 250022, PR China
autor
  • School of Civil Engineering, Central South University Changsha 410075, PR China
  • School of Civil Engineering and Architecture, Linyi University Linyi 276000, PR China
Bibliografia
  • 1. technique for monitoring damage progression in reinforced concrete structures, Ultrasonics, 115, doi: 10.1016/j.ultras.2021.106472.
  • 2. Cheng X., Qin L., Zhong Q.Q., Huang S.F., Li Z.J. (2013), Temperature and boundary influence on cement hydration monitoring using embedded piezoelectric transducers, Ultrasonics, 53(2): 412-416, doi: 10.1016/j.ultras.2012.07.007.
  • 3. Choi P., Kim D.-H., Lee B.-H.,Won M.C. (2016), Application of ultrasonic shear-wave tomography to identify horizontal crack or delamination in concrete pavement and bridge, Construction and Building Materials, 121: 81-91, doi: 10.1016/j.conbuildmat.2016.05.126.
  • 4. Geng B., Xu D., Yi S., Gao G., Xu H., Cheng X. (2017), Design and properties 1-3 multi-element piezoelectric composite with low crosstalk effects, Ceramics International, 43(17): 15167-15172, doi: 10.1016/j.ceramint.2017.08.047.
  • 5. Guo S., Dai Q., Sun X., Sun Y. (2016), Ultrasonic scattering measurement of air void size distribution in hardened concrete samples, Construction and Building Materials, 113: 415-422, doi: 10.1016/j.conbuildmat.2016.03.051.
  • 6. Ham S., Song H., Oelze M.L., Popovics J.S. (2017), A contactless ultrasonic surface wave approach to characterize distributed cracking damage in concrete, Ultrasonics, 75: 46-57, doi: 10.1016/j.ultras.2016.11.003.
  • 7. Hong J., Kim R., Lee C.H., Choi H. (2020), Evaluation of stiffening behavior of concrete based on contactless ultrasonic system and maturity method, Construction and Building Materials, 262, doi: 10.1016/j.conbuildmat.2020.120717.
  • 8. Lee T., Lee J. (2020), Setting time and compressive strength prediction model of concrete by nondestructive ultrasonic pulse velocity testing at early age, Construction and Building Materials, 252: 119027, doi: 10.1016/j.conbuildmat.2020.119027.
  • 9. Liu P., Hu Y., Chen Y., Geng B., Xu D. (2020), Investigation of novel embedded piezoelectric ultrasonic transducers on crack and corrosion monitoring of steel bar, Construction and Building Materials, 235: 117495, doi: 10.1016/j.conbuildmat.2019.117495.
  • 10. Liu P., Hu Y., Geng B., Xu D. (2020), Corrosion monitoring of the reinforced concrete by using the embedded annular piezoelectric transducer, Journal of Materials Research and Technology, 9(3): 3511-3519, doi: 10.1016/j.jmrt.2020.01.088.
  • 11. Liu P.,Wang W., Chen Y., Feng X., Miao L. (2017), Concrete damage diagnosis using electromechanical impedance technique, Construction and Building Materials, 136: 450-455, doi: 10.1016/j.conbuildmat.2016.12.173.
  • 12. Lootens Basu S., Thirumalaiselvi A., Sasmal S., Kundu T. (2021), Nonlinear ultrasonics-based D. et al. (2020), Continuous strength measurements of cement pastes and concretes by the ultrasonic wave reflection method, Construction and Building Materials, 242: 117902, doi: 10.1016/j.conbuildmat.2019.117902.
  • 13. Miró M., Eiras J.N., Poveda P., Climent M.Á., Ramis J. (2021), Detecting cracks due to steel corrosion in reinforced cement mortar using intermodulation generation of ultrasonic waves, Construction and Building Materials, 286: 122915, doi: 10.1016/j.conbuildmat.2021.122915.
  • 14. Nematzadeh M., Tayebi M., Samadvand H. (2021), Prediction of ultrasonic pulse velocity in steel fiberreinforced concrete containing nylon granule and natural zeolite after exposure to elevated temperatures, Construction and Building Materials, 273: 121958, doi: 10.1016/j.conbuildmat.2020.121958.
  • 15. Rao R.K., Sasmal S. (2020), Smart nano-engineered cementitious composite sensors for vibration-based health monitoring of large structures, Sensors and Actuators A: Physical, 311: 112088, doi: 10.1016/j.sna.2020.112088.
  • 16. Ridengaoqier E., Hatanaka S., Palamy P., Kurita S. (2021), Experimental study on the porosity evaluation of pervious concrete by using ultrasonic wave testing on surfaces, Construction and Building Materials, 300: 123959, doi: 10.1016/j.conbuildmat.2021.123959.
  • 17. Shin S.W., Oh T.K. (2009), Application of electromechanical impedance sensing technique for online monitoring of strength development in concrete using smart PZT patches, Construction and Building Materials, 23(2): 1185-1188, doi: 10.1016/j.conbuildmat.2008.02.017.
  • 18. Sun H., Zhu J. (2020), Nondestructive evaluation of steel-concrete composite structure using high-frequency ultrasonic guided wave, Ultrasonics, 103: 106096, doi: 10.1016/j.ultras.2020.106096.
  • 19. Tseng K.K., Wang L. (2004), Smart piezoelectric transducers for in situ health monitoring of concrete, Smart Material Structures, 13(5): 1017-1024, doi: 10.1088/0964-1726/13/5/006.
  • 20. Xu Y., Wang Q., Jiang X., Zu H., Wang W., Feng R. (2021), Nondestructive assessment of microcracks detection in cementitious materials based on nonlinear ultrasonic modulation technique, Construction and Building Materials, 267: 121653, doi: 10.1016/j.conbuildmat.2020.121653.
  • 21. Yang X. et al. (2020), Multi-layer polymer-metal structures for acoustic impedance matching in highfrequency broadband ultrasonic transducers design, Applied Acoustics, 160: 107123, doi: 10.1016/j.apacoust.2019.107123.
  • 22. Zhang J., Sun M., Hou D., Li Z. (2017), External sulfate attack to reinforced concrete under drying-wetting cycles and loading condition: Numerical simulation and experimental validation by ultrasonic array method, Construction and Building Materials, 139: 365-373, doi: 10.1016/j.conbuildmat.2017.02.064.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-527c1577-4e09-4e4f-ae29-31c19c6ed19c
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