Time Scale of Chloride-Induced Corrosion on Circular Section RC Linked Accelerated Test to Natural Corrosion

Table 6

Specimen parameters and test matrix.

Specimen	Diameter (m)	Reinforcement ratio (%)	Concrete	Steel	Reduced scale	Axial compression ratio	Test duration
D1-1	0.24	1.50	C40	HRB400	1 : 6.25	0.057	2d (potentiostatic) + 40d (galvanostatic)
D1-2	0.24	1.50	C40	HRB400	1 : 6.25	0.057	—