Experimental Study on Flexural Behavior of Prestressed Concrete Beams Reinforced by CFRP under Chloride Environment

Table 1

Test conditions.

Beam	Preloading (kN)	Reinforcement	Environment condition
A1	0	—	—
C0-3	0	—	Chloride corrosion for 120 d
C40-3	85
C60-3	125
C0-1	0	CFRP reinforcement	—
C40-1	85
C60-1	125
C0-2	0	CFRP reinforcement	Chloride corrosion for 120 d
C40-2	85
C60-2	125