Applicable Formulas for Shear and Thermal Buckling of Perforated Rectangular Panels

Table 4

Normalized buckling loads for square (a/b = 1.0) clamped supported (CCCC) perforated panel exposed to shear load case.

d/b	Reference [4]	Reference [4] (FE)	Present equation (2)	Present (FE)
0	14.371	14.358	14.464	14.662
0.1	13.317	13.015	12.577	13.286
0.2	10.785	10.693	10.589	10.898
0.3	8.662	8.535	8.703	8.749
0.4	6.853	6.701	7.039	6.931
0.5	5.158	5.292	5.637	5.521
0.6	4.059	4.264	4.493	4.505