Shear Behavior of Corrugated Steel Webs in H Shape Bridge Girders

Table 9

Shear capacity of 3 mm specimen.

Specimen	Wave height (mm)	Fold plate width (mm)	Experimental (kN)	FEM (kN)	Error
P3F	—	—	244.90	242.54	0.96
C3H	40.00	66.00	288.35	280.00	2.90
C3F	40.00	66.00	296.25	293.43	0.95

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