Table 9 Codified equations relating the \({\text{E}}_{\text{c}}\) to \({\text{f}}_{\text{c}}{\prime}\).

From: Effect of blending GGBS and silica fume on the mechanical properties of geopolymer concrete

Reference

Modulus of Elasticity (\({\text{E}}_{\text{c}}\))

ACI 318–19

\(\text{0.043}{\text{w}}^{1.5}{{\text{f}}_{\text{c}}{\prime}}^{0.5}\)

CEB-FIP

\(\text{9979.4}{{\text{f}}_{\text{c}}{\prime}}^{0.33}\)

AS3600

\(\text{0.024}{\text{w}}^{1.5}\text{(}{\text{f}}_{\text{c}}{\prime}\text{+0.12)}\)

  1. Note: w = density of concrete at 28 days (kg/m3).