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Table 2 HSRC beam specimens conducted in this work.

From: Experimental Investigation on Flexural Crack Control for High-Strength Reinforced-Concrete Beam Members

Spec.

N

C c

(mm)

S (cm)

f y

(MPa)

f yt

(MPa)

\( f^{\prime}_{c}\)

(MPa)

a/d

ρ t

(%)

ρ s (%)

Left

Right

Left

Right

2C100

12

20

20

30

685

785

124.4

3.33

2.42

0.32

0.21

3C100

12

30

20

30

685

785

133

3.33

2.45

0.32

0.21

2C15S

6

20

15

685

785

99.9

3.5

1.94

0.42

2C20T

6

20

20

685

785

101.9

3.5

1.94

0.41

3C15S

6

30

15

685

785

87.4

3.5

1.98

0.42

3C20T

6

30

20

685

785

90.9

3.5

1.98

0.41

4C15S

6

40

15

685

785

95.4

3.5

2.01

0.42

4C20T

6

40

20

685

785

89.4

3.5

2.01

0.41

5C15S

6

50

15

685

785

84.6

3.5

2.04

0.41