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Official Journal of the Japan Wood Research Society

Table 4 Summary of the finite element evaluation results on the rolling shear strength

From: Low cycle fatigue tests and damage accumulation models on the rolling shear strength of cross-laminated timber

CLT type

Rolling shear strength (MPa)

Mean

Coefficient of variation (%)

25th percentile

5th percentile

SPF5-0.4

1.76

12.2

1.61

1.34

SPF3-0.4

1.41

23.3

1.16

0.90