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Official Journal of the Japan Wood Research Society

Table 3 Influence of the section area and diameter–thickness 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

A/mm2

ξ

Ultimate hoop

strain

Increase percentage

Ultimate longitudinal

strain

Increase percentage

Ultimate bearing

capacity /kN

Increase percentage

Lateral displacement

at mid-height section /mm

Increase percentage

 

2360

4.8

-9863

NA

4379

NA

102.83

NA

0.54

NA

10 < λ < 20

2642

5.5

-10,632

7.80%

4570

4.38%

129.31

25.75%

1.63

199.48%

 

3112

5.7

-14,965

51.73%

4792

9.45%

170.92

66.22%

1.69

211.12%

 

2360

4.8

-11,705

NA

3030

NA

91.94

NA

4.84

NA

20 < λ < 30

2642

5.5

-17,664

50.91%

3945

30.22%

115.04

25.13%

5.73

18.33%

 

3112

5.7

-22,980

96.32%

4386

44.78%

160.91

75.02%

6.16

27.27%

 

2360

4.8

-4594

NA

803

NA

71.41

NA

2.70

NA

30 < λ < 45

2642

5.5

-10,890

137.04%

2424

201.78%

93.47

30.89%

6.34

134.72%

 

3112

5.7

-10,995

139.34%

3567

344.02%

130.43

82.65%

7.04

160.75%

 

2360

4.8

-4184

NA

1440

NA

54.36

NA

9.33

NA

45 < λ < 60

2642

5.5

-5352

27.93%

1699

18.01%

75.90

39.62%

9.44

1.13%

 

3112

5.7

-8371

100.08%

2960

105.53%

98.71

81.59%

18.28

95.92%