Fracturing of wood under superimposed tension and torsion |
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Authors: | D Loidl E K Tschegg S E Stanzl-Tschegg |
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Institution: | (1) Department of Material Sciences and Process Engineering, Institute of Physics and Materials Science, BOKU - University of Natural Resources and Applied Life Sciences, Peter-Jordan-Strasse 82, A-1190 Vienna, Austria;(2) Institute of Solid State Physics, Vienna Technical University, Karlsplatz 13, A-1040 Vienna, Austria |
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Abstract: | A testing method using circumferentially notched round bars for investigating mixed mode behaviour under loading in tension
and torsion is applied to wood. The applicability of the method to anisotropic materials is investigated for two types of
wood, beech and spruce, considering the longitudinal and radial orientation with respect to the stem axis of the tree. The
strong anisotropy of wood requires different evaluation procedures for radial and longitudinal sample orientation. The K-concept
of linear elastic fracture mechanics (LEFM) and concepts of non-linear elastic fracture mechanics (NLEFM) were used for the
evaluation of radial and longitudinal samples, respectively. Differences between the investigated wood types under radial
orientation, in their durability to withstand torsional loads, could be observed by examining ratios of the values of the
fracture toughness in mode III against mode I. Micrographs of the fracture surfaces support the assumption that the higher
amount of wood rays in beech is responsible for the higher toughness under torsion. In case of longitudinal specimen geometry
it was found that at very high levels of torsional deformation beech and spruce reach similar values in their specific fracture
energy in mode I. |
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