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International Journal of Concrete Structures and Materials

Table 8 Flexural toughness of PC with varying MWCNTs content in N mm/mm3.

From: Improving Impact Resistance of Polymer Concrete Using CNTs

 

Neat

0.5 %

1.0 %

1.5 %

SP1

0.8

1.11

1.24

1.38

SP2

0.9

1.03

0.95

1.11

SP3

0.72

1.28

1.10

1.24

Mean ± SD

0.81 ± 0.09

1.14 ± 0.13

1.10 ± 0.15

1.24 ± 0.14

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