Experimental Investigation of Tension Stiffening in RC Ties

Table 2

Mixture proportion of the test specimens (kg/m³).

Material	Amount
Sand, 0/2 mm	277 ± 1%
Sand, 0/4 mm	457 ± 1%
Crushed aggregate, 5/8 mm; Crushed aggregate, 8/11 mm; Crushed aggregate, 11/16 mm	1080 ± 2%
Cement, CEM II, 42.5 R	433 ± 0.5%
Water	156 ± 3%
Concrete plasticizer, MC-PowerFlow	8.50 ± 1.8%