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International Journal of Concrete Structures and Materials

Table 7 Cracking strength for each specimen.

From: Experimental Investigation on the Force-Crack Quantification Model for HSRC Columns with Flexure–Shear and Shear Failure Modes

Cracking point

Specimen

10S0.15

10S0.30

15S0.15

15S0.30

20S0.15

20S0.30

Vfc

1001

1355

992

1382

1175

1306

Vsc

1528

1449

1523

1461

1467

1431

Vcr

1001

1355

992

1382

1175

1306

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