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D. Keunecke, Christoph Märki, P. Niemz (2007)
STRUCTURAL AND MECHANICAL PROPERTIES OF YEW WOODWood Research, 52
H Carrington (1923)
The elastic constants of sprucePhilos Mag, 45
R Wagenführ (2000)
Holzatlas
J. Bodig, B. Jayne (1982)
Mechanics of Wood and Wood Composites
(2007)
Fracture characterization of yew (Taxus baccata L
Qian Wang (2007)
Determination of Young
D. Keunecke, W. Sonderegger, Karol Pereteanu, T. Lüthi, P. Niemz (2007)
Determination of Young’s and shear moduli of common yew and Norway spruce by means of ultrasonic wavesWood Science and Technology, 41
(1933)
Zur Elastizität des Fichtenholzes . 1 . Folgerungen aus Messungen von H . Carrington an Spruce
H. Carrington (1923)
CV. The elastic constants of sprucePhilosophical Magazine Series 1, 45
A. Reiterer, H. Lichtenegger, S. Tschegg, P. Fratzl (1999)
Experimental evidence for a mechanical function of the cellulose microfibril angle in wood cell wallsPhilosophical Magazine, 79
R. Schlüter (1932)
Elastische Messungen an Fichtenholz
A. Sekhar, R. Sharma (1959)
A Note on Mechanical Properties of Taxus baccataThe Indian Forester, 85
D. Keunecke, S. Stanzl-Tschegg, P. Niemz (2007)
Fracture characterisation of yew (Taxus baccata L.) and spruce (Picea abies [L.] Karst.) in the radial-tangential and tangential-radial crack propagation system by a micro wedge splitting test, 61
(1999)
Mechanisches Verhalten von Holz : Strukturund Parameteridentifikation eines anisotropen Werkstoffes
(1966)
Technical properties of the yew wood from the preserve Wierzchlas
W. Voigt (1966)
Lehrbuch der Kristallphysik
Elmar Krabbe (1960)
Messungen von Gleit- und Dehnungszahlen an Holzstäbchen mit rechteckigen Querschnitten
In view of its high density, yew wood has a remarkably low longitudinal Young’s modulus, which makes it unique among coniferous woods. However, the elastic response of yew related to other load directions is largely unknown. Therefore, our goal was to comprehensively characterise the three-dimensional elastic behaviour of yew wood. To achieve this, we performed tensile tests on dog-bone-shaped yew specimens and determined the three Young’s moduli and six Poisson’s ratios using a universal testing machine and a digital image correlation technique. All tests were also applied to spruce as reference species. After including the shear moduli determined in a prior study by our group, all elastic engineering parameters of yew and spruce were ascertained. Based on these values, the three-dimensional elastic behaviour was describable with deformation bodies and polar diagrams. Evaluating these illustrations revealed that yew had a lower stiffness only in the longitudinal direction. In all other three-dimensional directions, spruce was clearly more compliant than yew. Particularly, in the radial–tangential plane, both species varied largely in their degree of anisotropic elasticity. All mentioned differences between yew and spruce originate at the microstructural level.
Wood Science and Technology – Springer Journals
Published: Dec 1, 2008
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