Skip to main content
International Journal of Concrete Structures and Materials

Table 6 Flexural strength of PC with varying MWCNTs content in MPa.

From: Improving Impact Resistance of Polymer Concrete Using CNTs

 

Neat

0.5 %

1.0 %

1.5 %

SP1

9.03

12.69

12.41

8.60

SP2

9.82

12.60

10.91

8.90

SP3

8.77

13.71

11.36

9.60

Mean ± SD

9.2 ± 0.5

13.0 ± 0.6

11.6 ± 0.8

9.0 ± 0.5

Back to article page