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Official Journal of the Japan Wood Research Society

Table 2 Influence of the slenderness ratio on the mechanical properties of the original bamboo columns

From: Influence of slenderness ratio and sectional geometry on the axial compression behavior of original bamboo columns

Group

λ

Slenderness ratio increases by percentage

Ultimate bearing capacity

Pmax /kN

Percent reduction in the ultimate bearing capacity

Reduction rate of the ultimate bearing capacity

Lateral displacement at mid-height section /mm

Increase percentage

Ultimate hoop strain

Decrease percentage

Ultimate longitudinal strain

Decrease percentage

 

11.52

NA

170.24

NA

NA

0.54

NA

− 14,965

NA

4792

NA

10 < λ < 20

12.32

6.94%

119.98

29.52%

2.85

1.63

199.48%

− 10,632

28.95%

4570

4.63%

 

13.98

21.35%

102.83

39.60%

1.69

1.69

211.12%

− 9863

34.09%

4379

8.63%

 

21.84

NA

160.93

NA

NA

4.84

NA

− 22,980

NA

4386

NA

20 < λ < 30

24.26

11.08%

145.58

9.54%

0.91

5.73

18.33%

− 17,664

23.13%

3945

10.05%

 

27.43

25.60%

131.22

18.46%

0.79

6.16

27.27%

− 11,705

49.06%

3030

30.93%

 

33.00

NA

161.03

NA

NA

2.70

NA

− 10,995

NA

3567

NA

30 < λ < 45

36.35

10.15%

155.23

3.60%

0.34

6.34

134.72%

− 10,890

0.96%

2424

32.03%

 

42.03

27.36%

131.36

18.43%

2.40

7.04

160.75%

− 4594

58.22%

803

77.48%

 

46.32

NA

98.71

NA

NA

9.33

NA

− 8371

NA

2960

NA

45 < λ < 60

50.27

8.53%

86.25

12.62%

1.20

9.44

1.13%

− 5352

36.06%

1699

42.58%

 

57.58

24.31%

54.89

44.39%

1.83

18.28

95.92%

− 4184

50.02%

1440

51.35%