Finite Element Modeling for Static Bending Behaviors of Rotating FGM Porous Beams with Geometrical Imperfections Resting on Elastic Foundation and Subjected to Axial Compression

Table 1

Nondimensional maximum deflections of the FGM porous beam under uniformly distributed load, S-S, L/h = 5 and n = 2.

	This work					MBM [10]
	6 elements	8 elements	10 elements	12 elements	14 elements
0	5.1701	5.1701	5.1701	5.1701	5.1701	5.20
0.1	5.7959	5.7959	5.7958	5.7958	5.7958	5.82
0.2	6.6146	6.6146	6.6146	6.6146	6.6146	6.63