Shear Behavior of Corrugated Steel Webs in H Shape Bridge Girders

Table 6

Shear capacity of full stiffener reinforcement specimens.

Specimen	Thickness (mm)	Elastic modulus (×10^5 MPa)	Experimental (kN)	FEM (kN)	Error
C2F	1.77	1.860	205.40	197.95	3.63
C3F	2.50	2.031	296.25	293.43	0.95

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