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Empirical Formulation of Shear Modulus Functions for Tubular Pinewood Specimens Under Torsion

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Progress in Sustainable Energy Technologies Vol II

Abstract

In this study, tubular pinewood (Pinus Sylvestris L.) specimens are tested and shear strain measurements are performed by applying torsion in z-direction. Strain gauge measurements are performed for the maximum shear stresses which develop on the tubular specimen, along the radial r (rin, rout), circumferential ϕ (ϕin, ϕout) and z directions, in a point-wise (pw) manner. The data is gathered and examined for the determination of the local variations of empirical shear modulus functions on transversely isotropic surfaces of the specimens. The coordinate dependent shear modulus functions of G(r), G(ϕ), G(z) are derived for G(r, ϕ, z) as the function of r, ϕ and z, respectively, by analyzing the gathered data. It is proposed to represent the shear modulus functions, G(ϕ) and G(z) with the parabolic polynomials, and, to represent the shear modulus function G(r) with a linear equation.

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Acknowledgement

The authors acknowledge gratefully the support of the work by the Gazi University Scientific Research Projects Department_Research Foundation (BAP) under contract 6/2003-21.

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Correspondence to Ezgi Günay .

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Nomenclature

Nomenclature

Aavg, Bavg, Cavg :

Average coefficients of parabolic equation

c.v.:

Spread of data (coefficient of variation)

Cij :

Matrix of elastic constants

Deg:

Degree

G(r), G(ϕ):

Shear modulus functions generated in the r − ϕ planes along the r, ϕ and z-directions as

G(z):

Modes of function

Gavg :

Average shear modulus (GPa)

pw:

Point-wise

MA:

Measurement axis

MAA:

Measurement axis angle

Mean:

Average

rin, rout :

Inner and outer radiuses of tubular wood (m)

SY :

Standard deviation

\( {\mathrm{T}}_{\mathrm{z}},\overrightarrow{\mathrm{T}} \) :

Applied z-directional torsion moment (N. m) and its vector notation

Vo :

Output voltage (Volt)

αref :

Grain angle of wood specimen on the surface of the cylindrical wood bar which is measured from the main axis-z (degree)

ϕ:

Rotation angle on (rϕ) plane of the specimen (rad)

ϕin, ϕout :

Inner and outer circumferential angles of tubular wood specimen (degree)

∑ (exp):

Total number of experiments

 − γ)pw :

Applied shear stress and developing shear strain distribution along point-wise direction

τrz, τ, τ :

Shear stress components (MPa)

εr, εϕ, εz :

Normal strain components

γrz, γ, γ :

Shear strain components (radian)

γ, γout, γin :

Average shear strain, shear strains at outer and inner surfaces of the specimen (radian)

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Günay, E., Aygün, C., Uludoğan, E. (2014). Empirical Formulation of Shear Modulus Functions for Tubular Pinewood Specimens Under Torsion. In: Dincer, I., Midilli, A., Kucuk, H. (eds) Progress in Sustainable Energy Technologies Vol II. Springer, Cham. https://doi.org/10.1007/978-3-319-07977-6_31

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  • DOI: https://doi.org/10.1007/978-3-319-07977-6_31

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  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-319-07976-9

  • Online ISBN: 978-3-319-07977-6

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