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International Journal of Concrete Structures and Materials

Table 8 Maximum strength for each specimen.

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

Maximum point

Specimen

10S0.15

10S0.30

15S0.15

15S0.30

20S0.15

20S0.30

Vb

2641

2454

2628

2481

2495

2411

Vn

2735

2976

2177

2471

1783

2097

Vm

2641

2454

2177

2471

1783

2097

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