From: Experimental Investigation on the Force-Crack Quantification Model for HSRC Columns with Flexure–Shear and Shear Failure Modes
Dividing point
Flexure–shear failure
Shear failure
Measured (%)
Predicted (%)
cR1
0.75
0.53
0.47
cR2
1.00
1.11
0.69
0.93
cR3
1.50
1.74
1.38
1.08
cR4
3.43
3.03
1.99
1.64