Analysis of Flexural Buckling Capacity of Stainless Steel Columns under Axial Compression

Table 4

Values of parameters for proposed curves and comparison results.

Flexion pattern	Section type	α	λ	Mean value	Standard deviation
Bending buckling	Cold formed	0.60	0.56	1.024	0.095
	Round tube	0.36	0.00	1.020	0.105
	Welded H-shape	0.76	0.20	1.050	0.076