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Table 10 ANOVA analysis results for compressive strength.

From: The Effect of Rebar Embedment and CFRP Confinement on the Compressive Strength of Low-Strength Concrete

Control factor

p-value

Sum of square

Contribution (%)

Rebar size

0.000461

69.11

15.25

Rebar embedment length

0.496024

12.47

2.75

Number of layers

0.000023

238.37

52.61

Interaction of rebar size and embedment length

0.041354

24.93

5.50

Interaction of rebar size and number of layers

0.010593

16.45

3.63

Interaction of rebar embedment and number of layers

0.000111

91.80

20.26