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International Journal of Concrete Structures and Materials

Table 9 Shear 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

4.70

4.71

4.22

4.48

SP2

5.14

4.71

4.29

4.64

SP3

5.01

4.68

4.42

4.44

Mean ± SD

5.0 ± 0.2

4.7 ± 0.0

4.3 ± 0.1

4.5 ± 0.1

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