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International Journal of Concrete Structures and Materials

Table 7 Flexural failure strain of PC with varying MWCNTs content in (%).

From: Improving Impact Resistance of Polymer Concrete Using CNTs

 

Neat

0.5 %

1.0 %

1.5 %

SP1

13.32

12.69

15.40

23.70

SP2

13.69

12.60

13.36

20.27

SP3

12.26

13.71

15.19

20.96

Mean ± SD

13.1 ± 0.7

13.0 ± 0.6

14.7 ± 1.1

21.6 ± 1.8

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