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 |
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Specimen elevation |
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