Shear Behavior of Corrugated Steel Webs in H Shape Bridge Girders

Table 11

Shear capacity of 2 mm specimen under two restraint conditions.

Specimen	Web thickness (mm)	Experimental (kN)	FEM (kN)	Error
C2F	1.77	205.40	197.95	3.63%
C2H	1.77	197.50	196.16	0.68%

Note: Error =  FEM result − Experimental result/Experimental result × 100%.