Shock and Vibration / 2018 / Article / Tab 5 / Research Article
A Chebyshev Spectral Method with Null Space Approach for Boundary-Value Problems of Euler-Bernoulli Beam Table 5 The first three dimensionless natural frequencies of a cone beam with tip-mass, the rotatory inertia of mass, and its eccentricity at the left end (α b =α h =α =1.1, β 1 =0, β 2 =0, and μ R = δ R = γ R = δ L =0).
δ L β 4 γ L β 3 Present (Ref. [7 ]) Present (Ref. [7 ]) Present (Ref. [7 ]) 0.4 ∞ 0.6 0.1 0.467442 0.467440 1.854357 1.854354 4.358113 4.358113 1.0 0.755242 0.755247 1.948854 1.948854 4.454283 4.454283 10.0 0.934564 0.934568 2.182581 2.182581 4.834589 4.834589 1.0 0.1 0.441666 0.441668 1.583464 1.583463 4.256809 4.256810 1.0 0.703336 0.703347 1.685049 1.685046 4.358454 4.358455 10.0 0.850072 0.850076 1.921416 1.921416 4.751734 4.751734 1.0 0.6 0.1 0.461904 0.461893 1.165267 1.165266 2.480518 2.480518 1.0 0.700856 0.700855 1.197688 1.197686 2.634190 2.634190 10.0 0.801466 0.801468 1.238414 1.238412 2.891271 2.891271 0.6 ∞ 0.6 0.1 0.443601 0.443598 1.873050 1.873048 4.436802 4.436802 1.0 0.712292 0.712291 1.983124 1.983125 4.530416 4.530416 10.0 0.873798 0.873804 2.248240 2.248241 4.905603 4.905603 1.0 0.1 0.423210 0.423220 1.621962 1.621961 4.295470 4.295470 1.0 0.671928 0.671929 1.732488 1.732486 4.395387 4.395387 10.0 0.809967 0.809974 1.984642 1.984642 4.784972 4.784972 1.0 0.6 0.1 0.439333 0.439333 1.162506 1.162500 2.520126 2.520126 1.0 0.671066 0.671065 1.184763 1.184762 2.684893 2.684893 10.0 0.773950 0.773954 1.212627 1.212624 2.960297 2.960296