Finite Element Analysis of the Shear Capacity of Recycled Aggregate Concrete Beams with Corroded Stirrups

Table 2

Simulation results of the influence of cross-sectional size on shear capacity.

Group numbers	Serial number	b (mm)	h (mm)	Simulation results (kN)
(1)	1	90	200	64.33
	2		250	54.96
	3		300	40.95
(2)	1	120	200	71.50
	2		250	60.92
	3		300	47.03
(3)	1	150	200	79.02
	2		250	68.14
	3		300	53.88