Experiment and Numerical Simulation of Wooden Door Frame

Table 2

Material parameters of wood (unit: N/mm²).

Compressive and tensile strength	fc,L	fc,R	fc,T	ft,L	ft,R	τL,R
	26.50	3.50	2.80	75.90	2.80	8.50
Modulus of elasticity and shear	Ec,L	Ec,R	Ec,T	GLR	GLT	GRT
	11620.00	1025.00	587.00	1265.00	653.00	218.00

Note. f_c,L, f_c,R, and f_c,T are the longitudinal, radial, and tangential compressive strength of wood; f_t,L, f_t,R are the longitudinal and radial tensile strength of wood; τ_L,R is the shear strength of wood along the grain diameter plane; E_c,L, E_c,R, and E_c,T are the longitudinal, radial, and tangential compressive elastic modulus of wood; G_LR, G_LT, and G_RT are the shear modulus of wood on the grain diameter plane, chord plane, and cross-section.