Anisotropic shear modulus of wood-based composite
Dong Yuku; Nakao Tetsuya; Tanaka Chiaki; Takahashi Akira; Nishino Yoshihiko
Abstract:By using stress function methods and the conversion theories from isotropy to anisotropy, the torsional rigidity was analyzed, and the theoretical formulas for the anisotropic shear moduli in width and thickness directions were given for 3-ply composite. According to the theoretical analysis, the anisotropic shear moduli in width and thickness directions, and the anisotropic coefficients were obtained from Eq. (36), (37) and (41). The shear modulus in width direction was not related to that in the thickness direction of each ply, and could be calculated by Eq. (42) including secondary moment. There was an effect of the shear moduli in width direction of each ply on the shear modulus in thickness direction for composite, but it was little.