Compare / C80/95 vs C90/105
C80/95 vs C90/105
EN 1992-1-1:2004 · Concrete
80 MPa cylinder, 95 MPa cube characteristic strength at 28 days; Ecm 42 GPa.
EN 1992-1-1:2004 · Concrete
90 MPa cylinder, 105 MPa cube characteristic strength at 28 days; Ecm 44 GPa.
Mechanical
| Property | Condition | C80/95 | C90/105 | Difference |
|---|---|---|---|---|
| Secant modulus of elasticity Ecm | 28 days | 42 000MPa2 | 44 000MPa2 | +4.8 % |
| Poisson's ratio ν | uncracked | 0.21 | 0.21 | same |
| Characteristic cylinder strength fck | 28 days | 80MPa3 | 90MPa3 | +13 % |
| Characteristic cube strength fck,cube | 28 days | 95MPa3 | 105MPa3 | +11 % |
| Mean compressive strength fcm | 28 days | 88MPa3 | 98MPa3 | +11 % |
| Mean axial tensile strength fctm | 28 days | 4.8MPa2 | 5MPa2 | +4.2 % |
| Characteristic tensile strength (5 % fractile) fctk,0.05 | 28 days | 3.4MPa2 | 3.5MPa2 | +2.9 % |
| Characteristic tensile strength (95 % fractile) fctk,0.95 | 28 days | 6.3MPa2 | 6.6MPa2 | +4.8 % |
| Strain at peak stress εc1 | — | 2.8‰2 | 2.8‰2 | same |
| Ultimate strain (analysis curve) εcu1 | — | 2.8‰2 | 2.8‰2 | same |
| Strain at maximum stress (parabola-rectangle) εc2 | — | 2.5‰2 | 2.6‰2 | +4.0 % |
| Ultimate strain (parabola-rectangle) εcu2 | — | 2.6‰2 | 2.6‰2 | same |
| Exponent of the parabola n | — | 1.42 | 1.42 | same |
| Strain at maximum stress (bilinear) εc3 | — | 2.2‰2 | 2.3‰2 | +4.5 % |
| Ultimate strain (bilinear) εcu3 | — | 2.6‰2 | 2.6‰2 | same |
Design values
| Property | Condition | C80/95 | C90/105 | Difference |
|---|---|---|---|---|
| Long-term coefficient on compressive strength αcc | — | 11 | 11 | same |
| Partial factor for the material γc | persistent and transient design situations | 1.51 | 1.51 | same |
Physical
| Property | Condition | C80/95 | C90/105 | Difference |
|---|---|---|---|---|
| Unit weight γ | reinforced, normal percentage of reinforcement | 25kN/m³1 | 25kN/m³1 | same |
Thermal
| Property | Condition | C80/95 | C90/105 | Difference |
|---|---|---|---|---|
| Coefficient of thermal expansion α | — | 10×10⁻⁶ /K1 | 10×10⁻⁶ /K1 | same |
Rows are matched by condition (thickness band, temperature, product form). A dash means the grade has no sourced value for that condition. Differences are C90/105 relative to C80/95; for ranges the lower bound is compared.