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Table 2 Details of flexural beam specimens F1–F6 (Shahrooz et al. 2011).

From: Crack Opening Behavior of Concrete Reinforced with High Strength Reinforcing Steel

 

F1

F2

F3

F4

F5

F6

A1035 longitudinal steel

 Lower layer

4 #5

4 #6

4 #5

4 #5

4 #6

4 #5

 Second layer

2 #5

2 #6

n.a.

4 #5

4 #6

2 #5

ρ = A s /bd

0.012

0.016

0.007

0.016

0.023

0.012

f y (0.2 % offset) (MPa)

897

839

897

890

926

890

R–O parameters

 A

0.0145

0.0203

0.0145

0.0145

0.0130

0.0145

 B

1,282

1,282

1,282

1,282

1,282

1,282

 C

2.5

2.4

2.5

2.5

2.5

2.5

f c ′ (MPa)

89

89

89

114

112

116

Specimen cross sections

Specimen elevation

  1. 1 MPa = 145.03 psi; 1 cm = 0.3937 in.