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Official Journal of the Japan Wood Research Society

Table 3 Adopted material properties of the wood tested by the authors [25]

From: Cyclic behavior of Chinese ancient wooden frame with mortise–tenon joints: friction constitutive model and finite element modelling

\({E_{\text{L}}}\) (N/mm2)

\({E_{\text{R}}}\) = \({E_{\text{T}}}\) (N/mm2)

\({\mu _{{\text{LT}}}}\) = \({\mu _{{\text{LR}}}}\)

\({\mu _{{\text{RT}}}}\)

\({G_{{\text{LR}}}}\) = \({G_{{\text{LT}}}}\) (N/mm2)

\({G_{{\text{RT}}}}\) (N/mm2)

\({\sigma _{\text{L}}}\) (N/mm2)

\({\sigma _{\text{R}}}\) (N/mm2)

\({E_{{\text{R2}}}}\)

(N/mm2)

9124.52

716.13

0.346

0.499

700

300

46.83

7.0

70