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

Table 7

The influence of two elastic foundation parameters on the deflection and stresses of the plates.

Ceramic	0	0	0.466544	2.892900	1.910362	1.284360	0.512669	0.443984
		5	0.366110	2.233322	1.476016	1.035604	0.423956	0.367156
		10	0.300884	1.808923	1.196394	0.871845	0.365029	0.316124
	50	0	0.409357	2.509476	1.658164	1.146996	0.464665	0.402412
		5	0.329621	1.989165	1.315400	0.947737	0.393215	0.340534
		10	0.275596	1.640065	1.085299	0.810796	0.343646	0.297607
	100	0	0.364386	2.208369	1.460092	1.038796	0.426826	0.369642
		5	0.299575	1.788415	1.183327	0.875256	0.367837	0.318557
		10	0.254115	1.496843	0.991060	0.758839	0.325433	0.281833
0.5	0	0	0.715351	3.797329	2.123720	1.260322	0.524196	0.507197
		5	0.503375	2.606894	1.459841	0.924420	0.398993	0.386054
		10	0.387442	1.965189	1.101672	0.736806	0.328112	0.317472
	50	0	0.589072	3.072212	1.719868	1.066647	0.453494	0.438788
		5	0.436582	2.224568	1.246861	0.821585	0.361388	0.349669
		10	0.346201	1.729868	0.970556	0.673061	0.304761	0.294878
	100	0	0.499918	2.561386	1.435324	0.929555	0.403390	0.390309
		5	0.385028	1.930177	1.082841	0.741983	0.332242	0.321468
		10	0.312649	1.538904	0.864138	0.621046	0.285681	0.276417
1.5	0	0	1.085886	4.927921	2.119488	1.021226	0.492386	0.566835
		5	0.661782	2.896759	1.248715	0.660779	0.336218	0.387054
		10	0.474174	2.018122	0.871446	0.496086	0.263344	0.303162
	50	0	0.818781	3.616826	1.558387	0.802205	0.399647	0.460073
		5	0.550194	2.351722	1.015368	0.568731	0.297138	0.342065
		10	0.413220	1.721814	0.744542	0.445510	0.241815	0.278377
	100	0	0.655151	2.816505	1.215781	0.667466	0.342489	0.394273
		5	0.469934	1.961241	0.848141	0.502217	0.268840	0.309489
		10	0.365692	1.491696	0.645955	0.405885	0.224911	0.258917
5.5	0	0	1.454942	6.276915	1.563968	1.049444	0.420340	0.489465
		5	0.781004	3.222208	0.806585	0.606118	0.259858	0.302592
		10	0.531203	2.123554	0.533247	0.434216	0.195607	0.227775
	50	0	1.010438	4.205625	1.052053	0.769002	0.321711	0.374616
		5	0.628729	2.517448	0.632253	0.509231	0.225652	0.262760
		10	0.454964	1.772825	0.446424	0.385332	0.178287	0.207606
	100	0	0.770115	3.091798	0.776578	0.616394	0.267885	0.311938
		5	0.524707	2.038749	0.513753	0.442585	0.202049	0.235276
		10	0.397176	1.508456	0.380932	0.348025	0.165027	0.192166
Metal	0	0	2.532557	2.892900	1.910362	1.284360	0.512669	0.443984
		5	1.009629	1.074906	0.712260	0.575406	0.256332	0.221990
		10	0.625946	0.639555	0.424581	0.382653	0.182711	0.158232
	50	0	1.431068	1.535900	1.017604	0.795403	0.341561	0.295800
		5	0.765990	0.778232	0.516957	0.465679	0.217676	0.188513
		10	0.521117	0.513032	0.341247	0.334892	0.165792	0.143580
	100	0	0.986867	0.994403	0.661150	0.595750	0.271301	0.234954
		5	0.614212	0.595309	0.396460	0.396463	0.193156	0.167278
		10	0.445203	0.422254	0.281421	0.299906	0.153335	0.132792