Table 3 Experimental results of composite tubes.

From: Failure analysis of hybrid fiber reinforced polymer composite tubes subjected to quasi-static compressive load: an experimental study

Exp. No

L (mm)

d (mm)

n

Mass, m (g)

Volume, V (mm3)

Area, A (mm2)

Pmax (kN)

σ (MPa)

EA (J)

SEA (J/g)

1

70

8

2

70

32,530.40

464.72

39.99

86.05

32.39

0.462

2

70

8

4

64

31,953.59

464.72

36.90

79.59

49.44

0.772

3

70

8

6

57

31,245.88

464.72

44.64

96.05

87.61

1.554

4

70

10

2

68

32,338.77

464.72

41.44

89.17

35.84

0.527

5

70

10

4

60

31,507.85

464.72

32.77

70.51

84.87

1.414

6

70

10

6

51

30,688.43

464.72

30.44

65.60

88.58

1.737

7

70

12

2

63

31,784.55

464.72

30.91

66.50

54.86

0.870

8

70

12

4

57

31,245.88

464.72

27.85

59.91

87.11

1.527

9

70

12

6

49

30,741.41

464.72

35.12

75.57

46.35

0.946

10

140

8

2

140

65,060.80

464.72

19.37

41.68

29.05

0.208

11

140

8

4

136

64,781.99

464.72

30.94

66.57

50.43

0.371

12

140

8

6

129

63,974.02

464.72

26.91

57.90

47.09

0.365

13

140

10

2

139

64,978.77

464.72

36.49

57.00

36.62

0.263

14

140

10

4

134

64,496.08

464.72

39.39

84.76

46.67

0.348

15

140

10

6

128

63,824.02

464.72

24.93

53.64

62.32

0.595

16

140

12

2

142

65,310.77

464.72

39.43

84.84

69.08

0.456

17

140

12

4

131

64,131.84

464.72

20.77

44.69

77.88

0.487

18

140

12

6

122

63,201.92

464.72

25.20

54.22

33.26

0.273

19

210

8

2

245

97,569.23

464.72

26.34

56.67

40.69

0.166

20

210

8

4

230

96,963.21

464.72

22.63

48.69

42.62

0.176

21

210

8

6

220

96,456.24

464.72

25.76

55.43

45.08

0.204

22

210

10

2

235

97,001.32

464.72

31.45

67.67

31.60

0.134

23

210

10

4

217

96,124.87

464.72

34.66

74.58

41.07

0.189

24

210

10

6

203

92,215.32

464.72

31.53

67.84

31.68

0.156

25

210

12

2

227

96,654.24

464.72

29.75

64.01

33.17

0.146

26

210

12

4

209

92,888.54

464.72

28.99

62.38

34.64

0.165

27

210

12

6

193

91,025.36

464.72

26.21

56.39

27.78

0.143