Finite Element Analysis of Reinforced Concrete Beams with Corrosion Subjected to Shear

Table 2

Uniform and local maximum cross-sectional losses for experimental stirrup specimens.

Specimen		Uniform		Local maximum
		Area (mm^2)	% Section loss	Area (mm^2)	% Section loss
10RB	S2-1	111.0	14.0	96.0	25.6
	S2-2	112.6	12.7	107.0	17.1
	S3-1	114.0	11.7	85.0	34.1
	S3-2	110.3	14.6	87.0	32.6
		Avg.	13.2
10RC	S2-1	102.1	20.9	100.0	22.5
	S2-2	91.8	28.9	50.0	61.3
	S3-1	103.7	19.7	92.9	28.0
	S3-2	99.4	23.0	78.0	39.6
		Avg.	23.1
10RD	S2-1	80.6	37.5	0.0	100.0
	S2-2	72.5	43.9	29.7	77.0
	S3-1	111.9	13.3	104.5	19.0
	S3-2	118.1	8.5	101.9	21.0
		Avg.	25.8