Application of ultrasonic testing for the quantitative assessment of wood element degradation
Słowa kluczowe:
ultrasonic testing; NDT; structural timber; structural diagnostics; wood decayAbstrakt
The article presents the results of research on the possibility of using the ultrasonic method to assess the degree of degradation of wooden cross-sections, illustrated using floor beams originating from a 19th-century timber structure. Samples with various levels of cross-sectional damage were prepared by gradually removing layers of the material. Measurements were carried out in a direct transmission setup using a Pundit Lab+ device. The analysis results indicate a strong, non-linear relationship between ultrasonic wave velocity and the proportion of decayed wood in the cross-section, accurately described by an exponential function. Even a minor degree of cross-sectional degradation leads to a noticeable decrease in ultrasonic pulse velocity. The obtained relationships confirm the high effectiveness of ultrasonic testing as a non-destructive testing method for assessing the integrity of wooden sections, as well as its usefulness in the diagnostics of in-service structures, especially historical ones.
Bibliografia
[1] Bucur V., A review on acoustics of wood as a tool for quality assessment, Forests 2023, 14(8), 1545, DOI: 10.3390/f14081545.
[2] Candian M., Sales A., Application of nondestructive ultrasound techniques, transverse vibration and stress-wave for timber evaluation, Ambient, Construído 2021, 9, 83-98, DOI: 10.1590/s1678-86212009000400519.
[3] Feio A., Machado J.S., In-situ assessment of timber structural members: combining information from visual strength grading and NDT/SDT methods – a review, Constr. Build. Mater. 2015, 101, 1157-1165.
[4] Grzybowska A., Bajno D., Uszkodzenia szkieletowych konstrukcji drewnianych spowodowane korozją biologiczną na przykładzie magazynu suchych pasz objętościowych, Zeszyty Naukowe Politechniki Częstochowskiej 2018, seria Budownictwo 24, 108-113, DOI: 10.17512/ZNB.2018.1.17.
[5] Dackermann U., Elsener R., Li J., Crews K., A comparative study of using static and ultrasonic material testing methods to determine the anisotropic material properties of wood, Constr. Build. Mater. 2016, 102, 963-976, DOI: 10.1016/j.conbuildmat.2015.07.195.
[6] Perlin L.P., de Andrade Pinto R.C., Do Valle Â., Ultrasonic tomography in wood with anisotropy consideration, Constr. Build. Mater. 2019, 229, Article 116958, DOI: 10.1016/j.conbuildmat.2019.116958.
[7] Vázquez C., Gonçalves R., Bertoldo C., Baño V., Vega A., Crespo J., Guaita M., Determination of the mechanical properties of castanea sativa mill. Using ultrasonic wave propagation and comparison with static compression and bending methods, Wood Sci. Technol. 2015, 49, 607-622, DOI: 10.1007/s00226-015-0719-7.
[8] Gomez-Royuela J.L., Majano-Majano A., Lara-Bocanegra A.J., Reynolds T.P., Determination of the elastic constants of thermally modified beech by ultrasound and static tests coupled with 3D digital image correlation, Constr. Build. Mater. 2021, 302, 124270, DOI: 10.1016/j.conbuildmat.2021.124270.
[9] Pinto J.M.A., Chahud E., Cimini C.A., Evaluation of compressive strength for the wood eucalyptus grandis using ultrasonic wave propagation, Eur. J. Wood Wood Prod. 2015, 73, 127-129, DOI: 10.1007/s00107-014-0854-0.
[10] Gerhards C.C., Longitudinal stress waves for lumber stress grading: factors affecting applications, Forest Prod. J. 1982, 32(2), 20-25.
[11] Dackermann U., Crews K., Kasal B., Li J., Riggio M., Rinn F., et al., In situ assessment of structural timber using stress-wave measurements, Mater. Struct. 2013, 47, 787-803.
[12] Hoyle R.J., Pellerin R.F., Stress wave inspection of a wood structure, Proceedings, 4th Symposium on Nondestructive Testing of Wood; 1978 August 28-30; Vancouver, WA. Pullman, Washington State University, 1978.
[13] Pellerin R.F., De Groot R.C., Esenther G.R., Nondestructive stress wave measurements of decay and termite attack in experimental wood units, Proceedings, 5th Symposium on Nondestructive Testing of Wood, Pullman, Washington State University, 1985.
[14] Ross R.J., Quality assessment of the wooden beams and columns of Bay C of the east end of Washington State University’s football stadium, Unpublished research. Pullman, Washington State University, 1982.
[15] Volny N.J., Timber bridge inspection case studies in use of stress wave velocity equipment, Proceedings, 8th Symposium on Nondestructive Testing of Wood; 1991 September 23-25; Vancouver, WA. Pullman, Washington State University, 1992.