Experimental Study on the Structural Performance Degradation of Corrosion-Damaged Reinforced Concrete Beams

Table 1

Average potential difference in voltage (unit: mV CSE).

Type of beam	C0	C1	C2	C3	C4	C5	C6	C7
FB-C series	−63	−254	−265	−280	−292	−298	−374	−700
SB-C series	−171	−269	−344	−551	−576	−659	−700	−700

Beams controlled by flexure.Beams controlled by shear.