Shock and Vibration / 2017 / Article / Tab 15 / 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 15 Fundamental frequency parameter
for circular sector plate with various boundary conditions and material types (
= 120°,
= 0.2, and
).
(KW, KG) Boundary conditions CCC CSDSD CFC CSC CE1 E1 E2 CE2 E1 E1 E1 E2 E2 E2 E3 E3 E3 Type 1-1 (2-2-1) (10, 10) 0.5 49.067 35.093 15.397 39.729 21.501 47.290 16.598 45.630 16.459 5 38.629 27.661 12.888 31.189 20.261 37.845 16.857 37.116 16.730 20 36.774 26.473 12.541 29.772 20.058 36.126 16.902 35.522 16.779 (10, 100) 0.5 61.880 50.832 27.164 54.445 25.231 60.311 16.695 58.832 16.695 5 55.308 47.427 26.216 49.943 24.801 54.623 17.346 53.978 17.345 20 54.348 47.099 26.161 49.404 24.815 53.783 17.497 53.251 17.497 (100, 100) 0.5 62.411 51.467 28.366 55.040 26.536 60.855 16.695 59.388 16.695 5 55.956 48.171 27.583 50.652 26.194 55.279 17.346 54.642 17.345 20 55.023 47.866 27.563 50.135 25.911 54.465 17.497 53.939 17.497 Type 1-2 (2-2-1) (10, 10) 0.5 48.273 36.215 16.399 40.329 22.268 46.823 17.555 45.444 17.418 5 38.187 28.868 14.075 32.353 21.065 37.571 17.809 36.981 17.690 20 33.685 25.898 12.888 28.601 20.241 33.299 17.566 32.930 17.463 (10, 100) 0.5 62.582 53.284 28.603 55.930 25.792 61.359 17.557 60.189 17.557 5 56.710 50.599 27.835 42.896 23.948 56.230 18.029 55.767 18.029 20 54.211 49.201 27.309 38.461 23.213 53.919 18.035 53.637 18.035 (100, 100) 0.5 63.184 53.975 29.902 56.093 25.792 61.972 17.557 60.813 17.557 5 57.452 51.410 29.325 42.897 23.948 56.978 18.029 56.520 18.029 20 55.007 50.058 28.869 38.461 23.213 54.719 18.035 54.440 18.035 Type 2-1 (2-2-1) (10, 10) 0.5 45.085 32.207 14.401 36.416 21.073 43.762 16.779 42.542 16.642 5 40.914 29.476 13.586 33.169 20.750 40.008 17.073 39.180 16.942 20 40.378 29.203 13.540 32.813 20.753 39.528 17.161 38.750 17.031 (10, 100) 0.5 59.248 49.411 26.795 52.533 25.079 58.090 16.980 57.014 16.978 5 56.875 48.481 26.700 50.992 25.156 56.102 17.404 55.392 17.400 20 56.666 48.513 26.774 50.873 25.238 55.946 17.501 55.286 17.497 (100, 100) 0.5 59.822 50.085 28.061 53.168 26.444 58.675 16.980 57.610 16.978 5 57.508 49.246 28.050 51.662 26.029 56.744 17.404 56.042 17.400 20 57.311 49.205 28.141 51.536 25.828 56.599 17.501 55.947 17.497 Type 2-2 (2-2-1) (10, 10) 0.5 41.276 29.759 13.690 33.489 20.813 40.343 17.091 39.489 16.959 5 39.492 29.102 13.702 32.507 20.919 38.751 17.486 38.066 17.359 20 39.075 29.014 13.745 32.337 20.949 38.375 17.578 37.723 17.454 (10, 100) 0.5 57.144 48.672 26.770 51.223 25.198 56.347 17.405 55.613 17.402 5 56.671 49.199 27.215 49.839 25.074 56.066 17.792 55.505 17.788 20 56.603 49.076 27.346 48.227 24.789 56.038 17.870 55.513 17.867 (100, 100) 0.5 57.775 49.395 28.117 51.893 26.033 56.987 17.405 56.262 17.402 5 57.354 49.956 28.631 50.040 25.076 56.756 17.793 56.202 17.789 20 57.300 49.096 28.780 48.295 24.791 56.742 17.871 56.224 17.867