Shear Behavior of Corrugated Steel Webs in H Shape Bridge Girders

Table 12

Shear capacity of 3 mm specimen under two restraint conditions.

Specimen	Web thickness (mm)	Experimental (kN)	FEM (kN)	Error
C3F	2.50	296.25	293.43	0.95%
C3H	2.50	288.35	280.00	2.90%

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