Mix Parameters
Water-Cement Ratio W/C0.50
Lower W/C → higher strength & durability
Cement Content C350 kg/m³
Aggregate Type
Curing Age t28 days
Curing Temperature T20 °C
Mix Proportions (kg/m³)
| Material | Mass |
|---|
—
f'c 28d [MPa]
—
f'c(t) [MPa]
—
ft [MPa]
—
Ec [GPa]
—
Slump est. [cm]
Strength vs Age
W/C vs f'c (28d)
Design Equations
Abrams' law:
$$f'_c = \frac{A}{B^{W/C}}$$ACI 209 maturity correction: $f'_c(t) = f'_{c28} \cdot \dfrac{t}{a + bt}$
Splitting tensile strength: $f_t = 0.33\sqrt{f'_c}$ [MPa]
Modulus of elasticity (ACI 318): $E_c = 4700\sqrt{f'_c}$ [MPa]
CAE Application: Use these values as initial material constants (Ec, ν) for concrete in FEM models (Abaqus, Ansys) and for estimating nonlinear material parameters in RC seismic analysis.