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Table 2 Testing results of reinforcement (SD785 and SD 685).

From: Shear Crack Control for High Strength Reinforced Concrete Beams Considering the Effect of Shear-Span to Depth Ratio of Member

Type

f y (MPa)

f u (MPa)

Elongation (%)

f u /f y

\( \varepsilon_{y,upper limit} \)

D13-SD785 (base material)

886 (785)

1095 (930)

12 (8)

D13-SD785 (Power ring with welding point)

868 (785)

1104 (930)

11 (5)

D32-SD685

693 (685–785)

925 (860)

14 (10)

1.33 (12.5)

NA (0.014)