Table 10 Summary of predictions of the shear resistance of contribution of steel fibers.

Type 0

 V_{fib, exp}

–

185.1

100

Fiber effect is:

• calculated by experimental value

 V_{s, 0.16}

163.4

–

 V_{s, 0.21}

267.7

–

 V_{s, 0.32}

311.8

–

Type 1

 V_{fib, AT}

–

71.7

Fiber effect is:

• separate from concrete contribution

• accounted for by using fiber factor

 V_{fib, SRN}

–

97.2

 V_{fib, KM}

–

135.0

 V_{fib, HA}

–

205.3

 V_{fib, YHE}

–

154.5

Type 2

 V_{fib, SAK}

–

93.2

Fiber effect is:

• included in concrete contribution

• accounted for by using SFRC material properties in tension

 V_{fib, FSJ}

–

83.9

 V_{fib, RIL}

–

53.1

 V_{fib, AC}

–

81.4

 V_fib,SN

–

58.9