A New Sinusoidal Shear Deformation Theory for Static Bending Analysis of Functionally Graded Plates Resting on Winkler–Pasternak Foundations

Table 5

The effects of side-to-thickness ratio on the deflection and stresses of the plates.

0	0	5	0.130586	1.143516	0.536764	0.273727	0.251337	0.267646
		10	0.928727	4.473980	2.169274	1.114001	0.512669	0.545936
		20	7.197403	17.795845	8.699313	4.478998	1.035194	1.102368
		50	111.442044	111.049014	54.409561	28.041098	2.601379	2.770184
		100	890.373479	444.096299	217.660390	112.195139	5.208993	5.547007
100	0	5	0.120983	1.052603	0.494826	0.256145	0.237046	0.252428
		10	0.594965	2.736732	1.330657	0.764806	0.371460	0.395564
		20	1.276133	2.153282	1.059513	1.225915	0.374607	0.398915
		50	1.215731	-0.429615	-0.210124	1.892050	0.418211	0.445349
		100	1.220230	0.027689	0.013682	2.682102	0.497889	0.530197
0	10	5	0.113048	0.981569	0.461617	0.240292	0.223360	0.237854
		10	0.441970	2.011672	0.978500	0.582873	0.291983	0.310930
		20	0.737072	1.488802	0.729602	0.669769	0.224426	0.238989
		50	0.800137	0.600756	0.294553	0.467580	0.129841	0.138266
		100	0.803947	0.300253	0.147265	0.305612	0.078395	0.083482
100	10	5	0.105735	0.912435	0.429714	0.226881	0.212451	0.226237
		10	0.346649	1.519772	0.740904	0.482092	0.251036	0.267326
		20	0.492518	0.870810	0.427556	0.527452	0.194735	0.207371
		50	0.511561	0.320786	0.157370	0.392936	0.123098	0.131086
		100	0.512479	0.159363	0.078210	0.267070	0.076574	0.081543