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Table 9 Prediction equation of the splitting tensile strength.

From: Mechanical Behavior of Recycled Fine Aggregate Concrete with High Slump Property in Normal- and High-Strength

References

Equations

ACI 318-14 (2014)

\(0.56\sqrt {f_{c} '}\)

ACI 363-10 (2010)

\(0.59\sqrt {f_{c} '}\)

Carino and Lew (1982)

\(0.272\left( {f_{c}^{'} } \right)^{0.71}\)

Model Code (2010)

\(2.12{ \ln }\left( {1 + 0.1\left( {f_{c} ' + 8} \right)} \right)\)

Raphael (1984)

\(0.313\left( {f_{c}^{'} } \right)^{0.667}\)

Zain et al. (2002)

\(f_{c}^{'} /\left( {0.1f_{c}^{'} + 7.11} \right)\)