Shear Behavior of Corrugated Steel Webs in H Shape Bridge Girders

Table 14

Shear capacity of specimens with variable web thickness.

Number	(mm)	(mm)	(web)	FEM results (KN)	Load ratio
1	1.0	330	330	55.49	0.271
2	1.5	330	220	97.95	0.478
3	2.0	330	165	146.54	0.617
4	2.5	330	132	204.71	1.000
5	3.0	330	110	271.80	1.328
6	3.5	330	94.29	344.41	1.682
7	4.0	330	82.5	424.94	2.076

Note: load ratio = individual load value/load value of number 4.