Shock and Vibration / 2017 / Article / Tab 14 / Research Article
Benchmark Solution for Free Vibration of Moderately Thick Functionally Graded Sandwich Sector Plates on Two-Parameter Elastic Foundation with General Boundary Conditions Table 14 Fundamental frequency parameter Ω for annular sector plate with various boundary conditions and material types (
= 0.5,
= 120°,
= 0.2, and
).
(KW, KG) Boundary conditions CCCC CSDCSD CFCF CSCS CE1 CE1 E2 SE2 S E1 E1 E1 E1 E2 E2 E2 E2 E3 E3 E3 E3 Type 1-1 (2-2-1) (10, 10) 0.5 90.522 89.567 87.632 89.674 89.042 83.012 19.380 83.713 19.380 5 73.835 73.120 71.544 73.192 72.946 69.642 20.166 70.235 20.090 20 70.370 69.699 68.191 69.764 69.563 66.756 20.320 67.323 20.234 (10, 100) 0.5 105.518 104.589 101.772 104.683 103.066 98.766 19.380 99.425 19.380 5 93.191 92.491 89.841 92.546 91.158 89.502 20.173 90.074 20.173 20 90.876 90.217 87.584 90.265 88.880 87.711 20.366 88.263 20.365 (100, 100) 0.5 105.831 104.904 102.099 104.997 103.389 99.097 19.380 99.755 19.380 5 93.576 92.878 90.243 92.933 91.555 89.899 20.173 90.471 20.173 20 91.280 90.622 88.005 90.669 89.296 88.125 20.366 88.677 20.365 Type 1-2 (2-2-1) (10, 10) 0.5 83.227 82.291 80.354 82.397 81.477 78.022 20.444 78.694 20.444 5 65.098 64.393 62.809 64.472 63.873 62.579 21.186 63.134 21.186 20 57.950 57.345 55.941 57.413 57.003 56.131 21.266 56.626 21.193 (10, 100) 0.5 101.277 100.373 97.371 100.460 98.366 96.747 20.444 97.387 20.444 5 85.865 85.396 74.553 85.411 75.644 85.318 21.187 85.839 21.187 20 77.059 76.696 66.901 76.701 68.098 76.697 21.305 77.056 21.305 (100, 100) 0.5 101.652 100.749 97.521 100.835 98.441 97.135 20.444 97.775 20.444 5 85.865 85.404 74.554 85.420 75.644 85.348 21.187 85.839 21.187 20 77.059 76.697 66.901 76.701 68.098 76.697 21.305 77.056 21.305 Type 2-1 (2-2-1) (10, 10) 0.5 84.174 83.314 81.544 83.387 82.961 78.145 19.719 78.850 19.717 5 76.294 75.520 73.953 75.564 75.310 71.886 20.230 72.581 20.219 20 74.898 74.130 72.599 74.169 73.931 70.757 20.352 71.454 20.340 (10, 100) 0.5 100.681 99.821 97.138 99.874 98.445 95.280 19.722 95.986 19.721 5 95.109 94.256 91.774 94.272 93.031 91.124 20.247 91.929 20.243 20 94.226 93.337 90.916 93.346 92.149 90.445 20.372 91.302 20.368 (100, 100) 0.5 101.020 100.161 97.492 100.214 98.795 95.633 19.722 96.339 19.721 5 95.488 94.632 92.171 94.647 93.424 91.510 20.247 92.319 20.244 20 94.614 93.720 91.322 93.728 92.551 90.838 20.372 91.701 20.369 Type 2-2 (2-2-1) (10, 10) 0.5 76.761 75.979 74.394 76.026 75.745 72.279 20.234 72.973 20.225 5 71.047 70.274 68.805 70.313 70.024 67.595 20.748 68.291 20.739 20 69.482 68.713 67.255 68.753 68.435 66.274 20.868 66.960 20.860 (10, 100) 0.5 95.506 94.654 92.140 94.673 93.389 91.466 20.248 92.258 20.246 5 92.119 90.905 85.329 90.907 87.243 88.700 20.771 89.851 20.767 20 91.249 89.712 82.231 89.730 83.971 87.816 20.891 89.202 20.888 (100, 100) 0.5 95.884 95.030 92.536 95.048 93.780 91.853 20.249 92.647 20.246 5 92.538 91.287 85.389 91.291 87.279 88.822 20.771 90.280 20.768 20 91.681 90.057 82.264 90.083 83.990 88.194 20.891 89.642 20.888