Research Article
A New Efficient Modified First-Order Shear Model for Static Bending and Vibration Behaviors of Two-Layer Composite Plate
Table 3
Nondimensional deflection of the plate as a function of ratio
with
.
| | | | SSSS | CCCC | CSCS | CCSS | SSSS | CCCC | CSCS | CCSS |
| 0.5 | 6.4728 | 1.6252 | 5.4088 | 3.1243 | 12.5027 | 3.1584 | 10.4767 | 6.0528 | 0.625 | 5.3098 | 1.4770 | 3.8595 | 2.7089 | 10.2589 | 2.8726 | 7.4844 | 5.2510 | 0.75 | 4.2368 | 1.2639 | 2.6511 | 2.2449 | 8.1874 | 2.4598 | 5.1458 | 4.3531 | 0.875 | 3.3289 | 1.0313 | 1.8013 | 1.7999 | 6.4339 | 2.0083 | 3.4991 | 3.4914 | 1.0 | 2.5968 | 0.8135 | 1.2304 | 1.4124 | 5.0196 | 1.5849 | 2.3919 | 2.7406 | 1.2 | 1.7421 | 0.5350 | 0.6889 | 0.9375 | 3.3683 | 1.0431 | 1.3408 | 1.8201 | 1.4 | 1.1793 | 0.3464 | 0.4036 | 0.6196 | 2.2806 | 0.6760 | 0.7866 | 1.2035 | 1.6 | 0.8107 | 0.2259 | 0.2475 | 0.4139 | 1.5683 | 0.4413 | 0.4830 | 0.8046 | 1.8 | 0.5676 | 0.1501 | 0.1582 | 0.2818 | 1.0984 | 0.2936 | 0.3094 | 0.5482 | 2.0 | 0.4050 | 0.1020 | 0.1051 | 0.1958 | 0.7839 | 0.1999 | 0.2058 | 0.3812 | 2.2 | 0.2943 | 0.0711 | 0.0721 | 0.1389 | 0.5699 | 0.1395 | 0.1416 | 0.2707 | 2.4 | 0.2177 | 0.0507 | 0.0510 | 0.1006 | 0.4217 | 0.0997 | 0.1003 | 0.1962 | 2.6 | 0.1637 | 0.0370 | 0.0371 | 0.0742 | 0.3172 | 0.0729 | 0.0730 | 0.1450 | 2.8 | 0.1249 | 0.0276 | 0.0275 | 0.0558 | 0.2423 | 0.0544 | 0.0544 | 0.1091 | 3.0 | 0.0967 | 0.0209 | 0.0209 | 0.0426 | 0.1877 | 0.0415 | 0.0414 | 0.0835 | 3.2 | 0.0759 | 0.0162 | 0.0162 | 0.0331 | 0.1473 | 0.0321 | 0.0322 | 0.0650 | 3.4 | 0.0602 | 0.0127 | 0.0127 | 0.0261 | 0.1170 | 0.0253 | 0.0254 | 0.0512 | 3.6 | 0.0484 | 0.0101 | 0.0101 | 0.0208 | 0.0940 | 0.0202 | 0.0203 | 0.0409 | 3.8 | 0.0392 | 0.0082 | 0.0082 | 0.0168 | 0.0763 | 0.0164 | 0.0164 | 0.0331 | 4.0 | 0.0321 | 0.0067 | 0.0067 | 0.0137 | 0.0626 | 0.0134 | 0.0134 | 0.0270 |
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