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Shear stress in measuring section of the sample with modified wood

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Języki publikacji
EN
Abstrakty
EN
The shear strength of anisotropic materials is carried out on the special samples and on the appropriate instrumentation. Research conducted to obtain a homogenous state of the shear stress in the plane sample is difficult, and involve numerous occurrence of additional stress. Therefore, it is difficult to determine the shear strength. The wood composites are classified as orthotropic materials. In addition, are composed of the layers early wood and latewood. The layers have different thicknesses and exhibit different strength properties. The principal method for determining the shear stress is the trial of twisting of thin-walled tubes. Production of the pipe samples from the wood to determine the shear stress is impossible, due to annual rings. Beginning of destruction of samples under load was registered by a prototype device. This device makes the realization of plane state of stress in the sample possible. The position of the axis of the sample relative to the direction of the load can be varied. Such configuration axle of the sample to the loading direction, allows to perform, also stretching or compression besides to shear. The tests were performed for the natural wood and surface modified wood. The paper presents an original method and device designed to determine the shear strength of anisotropic materials on the example of natural wood and a surface modified wood.
Twórcy
autor
  • Gdynia Maritime University, Faculty of Marine Engineering Morska Street 81-87, 81-225 Gdynia, Poland tel.: 694-476-390
Bibliografia
  • [1] Iosipescu, N., New accurate procedure for single shear testing of metals, J. Mater., Vol. 2, No. 3, pp. 537-566, 1967.
  • [2] Kawai, M, Morishita, M, Satoh, H, Tomura, S, Kemmochi, K., Effects of end-tab shape on strain field of unidirectional carbon/epoxy composite specimens subjected to off-axis tension, Compos Part A, 28A: 267–75, 1997.
  • [3] Kyzioł, L., Examination results of methylmethacrylate concentration in modified woods, Marine Technology Transactions, Vol. 11, pp. 181-194, 2000.
  • [4] Kyzioł, L, Kowalski, S., J., Mechanical Properties of Modified Wood, IUTAM Symposium on Theoretical and Numerical Methods in Continuum Mechanics of Porous Materials, University of Stuttgart, Germany, September 5-10, pp. 221-229, 1999.
  • [5] Kyzioł, L., Analiza właściwości drewna konstrukcyjnego nasyconego polimerem MM, AMW, Gdynia 2004.
  • [6] Kyzioł, L., Drewno modyfikowane na konstrukcje morskie, AMW Gdynia 2010.
  • [7] Ochelski, S., Metody doświadczalne mechaniki kompozytów konstrukcyjnych, WNT, Warszawa 2004.
  • [8] Pierron, F, Vautrin, A., Measurement of the in-plane shear strength of unidirectional composites with the Iosipescu test, Compos Sci Technol, 57(12):1653–60, 1997.
  • [9] Pierron, F, Vautrin, A., The 108 off-axis tensile test: a critical approach, Compos Sci. Technol., 56(4):483–8, 1996.
  • [10] Pindera, M-J, Herakovich, CT., Shear characterization of unidirectional composites with the off-axis tension test, Exp Mech, 26(1): 103–12, 1986.
  • [11] Romanowicz, M., Próbka Iosipescu w płaskim stanie naprężenia, Zeszyty Naukowe Polit. Białostockiej, Nr 3, pp. 27-35, 2000.
  • [12] Xavier, J.C., Garrido, N.M., Oliveira, M., Morais, J.L., Camanho, P.P., Pierron, F., A comparison between the Iosipescu and off-axis shear test methods for the characterization of Pinus Pinaster Ait, Composites: Part A 35, 827–840,2004.
  • [13] Yoshihara, H, Ohsaki, H, Kubojima, Y, Ohta, M. Comparisons of shear stress/shear strain relations of wood obtained by Iosipescu and torsion tests, Wood Fiber Sci, 33(2):275–283, 2001.
Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-9f04041c-0cd8-4a2e-8d46-727aec400c39
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