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International Journal of Concrete Structures and Materials

Table 3 Effect of MWCNTs content on maximum absorbed impact energy in J.

From: Improving Impact Resistance of Polymer Concrete Using CNTs

 

Neat

0.5 %

1.0 %

1.5 %

SP1

22.13

36.04

36.43

28.30

SP2

26.42

35.38

36.09

30.80

SP3

31.80

31.86

36.58

36.70

Mean ± SD

26.8 ± 4.8

34.4 ± 2.2

36.4 ± 0.3

31.9 ± 4.3

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