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Official Journal of the Japan Wood Research Society

Table 3 Tests results

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

Group

SPF5-0.4

SPF3-0.4

Ramp loading

 No. of specimens with rolling shear failure

55

59

 Rolling shear failure load (kN)

  Mean

19.39

12.51

  Coefficient of variation

12.6 %

24.3 %

  25th % tile

17.79

10.33

  5th % tile

14.75

7.97

Low cycle trapezoidal short-plateau test

 No. of specimens with rolling shear failure

28

30

 No. of specimens with rolling shear failure in the first cycle

2

0

 No. of cycles to rolling shear failure (N f)

  Mean

66.1

38.5

  Standard deviation

76.5

50.3

  Maximum cycles

281

212

Low cycle trapezoidal long-plateau test

 No. of specimens with rolling shear failure

29

32

 No. of specimens with rolling shear failure in the first cycle

0

4

 No. of cycles to rolling shear failure (N f)

  Mean

15.2

12.8

  Standard deviation

18.5

23.2

  Maximum cycles

88

92