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Official Journal of the Japan Wood Research Society

Table 4 Material constants of Chinese fir and Chinese pine

From: Quantitative safety evaluation of ancient Chinese timber arch lounge bridges

 

EL/GPa

ER/GPa

ET/GPa

\(v_{{{\text{LT}}}}\)

\(v_{{{\text{LR}}}}\)

\(v_{{{\text{RT}}}}\)

GLT/GPa

GLR/GPa

GRT/GPa

Chinese fir

8.1

0.81

0.41

0.1

0.1

0.35

0.49

0.61

0.15

Chinese pine

9.0

0.9

0.45

0.1

0.1

0.35

0.54

0.68

0.17

  1. E denotes elasticity modulus, \(v\) denotes Poisson ratio, and G denotes tangential modulus. The subscript: L-longitudinal, R-radial, and T-tangential