A Prediction Model for Concrete Cracks due to Chloride-Induced Corrosion

Table 1

Characteristic value of cubic concrete compressive strength.

Specimen type	Ultimate bearing capacity (kN)	Compressive strength (N/mm^2)	Mean value (N/mm^2)	Tensile strength (N/mm^2)
150  150  150 mm^3	709.0	31.5
	679.9	30.2	30.1	2.54
	640.9	28.5