Table 2 Test results.

From: Experimental study on dynamic tensile mechanical properties and energy dissipation of GFRP tube-mortar specimens with different hollow ratios

Wall thickness/mm

Hollow content

Mean strain rate/s− 1

Dynamic elastic modulus/GPa

Peak stress/MPa

Peak strain/10− 3

0

0

100.34

5.38

10.56

2.58

0.187

114.09

4.64

8.78

2.65

0.292

113.29

1.97

4.19

2.72

2

0

103.77

4.32

13.77

8.32

0.187

119.57

3.75

10.33

9.89

0.292

118.19

1.34

8.21

11.56

3

0

105.33

4.04

14.28

6.77

0.187

118.74

3.87

11.78

7.47

0.292

115.39

1.45

9.42

8.89

4

0

110.22

4.56

18.52

4.54

0.187

121.16

3.34

15.29

5.22

0.292

123.12

1.28

9.81

6.96