Shear Behavior of Corrugated Steel Webs in H Shape Bridge Girders

Table 7

Shear capacity of half stiffener reinforcement specimens.

Specimen	Thickness (mm)	Elastic modulus (×10^5 MPa)	Experimental (kN)	FEM (kN)	Error
C2H	1.77	1.860	197.50	196.16	0.68
C3H	2.50	2.031	288.35	280.00	2.90

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