Locally Corroded Stiffener Effect on Shear Buckling Behaviors of Web Panel in the Plate Girder

Table 7

Shear buckling values for the V-L-RL200R400 stiffener series.

Corrosion of longitudinal stiffener		Corrosion of vertical stiffener		Critical shear buckling load (		Shear buckling strength (		With corrosion/without corrosion
End (mm)	Inner (mm)	Height (mm)	Ratio	Load (kN)	Ratio	Load (kN)	Ratio	ratio	ratio
200; (0.2)	400; (0.4)	0	0	515.5	1.00	770	1.00	0.95	0.95
		100	0.1	507.5	0.98	770	1.00	0.93	0.95
		200	0.2	498.7	0.97	770	1.00	0.92	0.95
		300	0.3	486.35	0.94	767.5	1.00	0.89	0.95
		400	0.4	472.55	0.92	747.5	0.97	0.87	0.92
		500	0.5	455.75	0.88	727.5	0.94	0.84	0.90