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 2

Comparative nondimensional maximum deflections of the FGM beam under uniformly distributed load, S-S, L/h = 16.

N	This work	Ritz method [31]	N	This work	Ritz method [31]
0	1.0093	1.00975	1	0.5662	0.56699
0.2	0.7561	0.75737	2	0.5073	0.50780
0.5	0.6391	0.64065	5	0.4441	0.44442