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

Table 3

Summary results for finite element models with spatially distributed, local maximum cross-sectional loss in stirrups.

Model	Max. load (kN)	Deflection at max. load (mm)	Energy (kN·m)
SP1	1087	10.2	6.8
SP2	1050	9.3	5.8
SP3	1049	9.0	5.6
SP4	919	7.7	4.2