Skip to main content

Table 11 ANOVA analysis for ultimate strain.

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 0.01669 0.018 20.00
Rebar embedment length 0.17231 0.003 3.33
Number of layers 0.00198 0.044 48.89
Interaction of rebar size and embedment 0.05088 0.007 7.78
Interaction of rebar size and number of layers 0.04895 0.008 8.89
Interaction of rebar embedment and number of layers 0.03769 0.010 11.11