Table 6 Properties of the beam specimens.

From: Flexural behaviour and evaluation of ultra-high-performance fibre reinforced concrete beams cured at room temperature

Beam no

\({f}_{y}\) (MPa)

\({f}_{y}^{\mathrm{^{\prime}}}\) (MPa)

\({A}_{s}\) (mm2)

\({A}_{s}^{\mathrm{^{\prime}}}\) (mm2)

\({f}_{t}\) (MPa)

\(b\) (mm)

\(h\) (mm)

\({h}_{0}\) (mm)

\({a}_{s}^{\mathrm{^{\prime}}}\) (mm)

NR

0

0

0

0

8.38

100

200

185

15

R12-1

360

300

227

101

8.38

100

200

184

16

R18-1

360

300

509

101

8.38

100

200

181

19

R18-2

360

300

1018

101

8.38

100

200

172

28

R20-2

360

300

1256

101

8.38

100

200

170

30

R22-2

360

300

1520

101

8.38

100

200

168

32