A New Efficient Modified First-Order Shear Model for Static Bending and Vibration Behaviors of Two-Layer Composite Plate

Table 4

Nondimensional deflection of the plate as a function of ratio with .

SSSS	CCCC	CSCS	CCSS	SSSS	CCCC	CSCS	CCSS
1.0	2.5968	0.8135	1.2304	1.4124	0.4050	0.1020	0.1051	0.1958
1.2	3.1576	0.9907	1.4977	1.7187	0.4926	0.1243	0.1281	0.2384
1.4	3.6969	1.1617	1.7556	2.0138	0.5769	0.1460	0.1503	0.2795
1.6	4.1941	1.3201	1.9940	2.2864	0.6546	0.1661	0.1710	0.3175
1.8	4.6367	1.4618	2.2070	2.5297	0.7239	0.1841	0.1896	0.3516
2.0	5.0196	1.5849	2.3919	2.7406	0.7839	0.1999	0.2058	0.3812
2.2	5.3436	1.6895	2.5488	2.9194	0.8348	0.2133	0.2196	0.4063
2.4	5.6129	1.7769	2.6798	3.0684	0.8771	0.2246	0.2312	0.4273
2.6	5.8338	1.8489	2.7875	3.1909	0.9118	0.2340	0.2408	0.4447
2.8	6.0131	1.9077	2.8752	3.2906	0.9400	0.2416	0.2487	0.4588
3.0	6.1575	1.9552	2.9461	3.3710	0.9628	0.2478	0.2551	0.4702
3.2	6.2731	1.9934	3.0030	3.4355	0.9810	0.2529	0.2603	0.4795
3.4	6.3651	2.0239	3.0485	3.4870	0.9956	0.2569	0.2644	0.4868
3.6	6.4379	2.0482	3.0847	3.5278	1.0071	0.2602	0.2678	0.4927
3.8	6.4954	2.0676	3.1133	3.5602	1.0162	0.2628	0.2704	0.4974
4.0	6.5405	2.0828	3.1359	3.5856	1.0234	0.2649	0.2726	0.5011