Impact of Cyclic Loading on Chloride Diffusivity and Mechanical Performance of RC Beams under Seawater Corrosion

Table 2

Test condition of beam specimens.

Specimen	Cyclic loading		Environment
	Max load	Cycles
B-0P0C	0.0	0	W-D cycle
B-0.4P1C	0.4	1	W-D cycle
B-0.5P1C	0.5	1	W-D cycle
B-0.6P1C	0.6	1	W-D cycle
B-0.4P5C	0.4	5	W-D cycle
B-0.5P5C	0.5	5	W-D cycle
B-0.6P5C	0.6	5	W-D cycle
B-0.4P10C	0.4	10	W-D cycle
B-0.5P10C	0.5	10	W-D cycle
B-0.6P10C	0.6	10	W-D cycle
B-0.4P20C	0.4	20	W-D cycle
B-0.5P20C	0.5	20	W-D cycle
B-0.6P20C	0.6	20	W-D cycle
B-Ref	0	0	No