Research Article
A Chebyshev Spectral Method with Null Space Approach for Boundary-Value Problems of Euler-Bernoulli Beam
Table 6
The first four nondimensional natural frequencies for clamped-free and simply supported beams with a step ratio ς = 0.5.
| BCs | Mode index | Beam type | Methods | Length ratio of the first segment (R1/l) | 0.25 | 0.375 | 0.625 | 0.75 |
| Clamped-free | 1 | Beam-A | Present | 2.0849 | 2.1526 | 2.1526 | 2.0849 | Ref. [9] | 2.0849 | 2.1526 | 2.1526 | 2.0849 | Beam-B | Present | 1.6687 | 1.8696 | 2.1193 | 2.0813 | Ref. [9] | 1.6687 | 1.8696 | 2.1193 | 2.0813 | Beam-C | Present | 1.7151 | 1.9777 | 2.3651 | 2.2454 | Ref. [9] | 1.7151 | 1.9777 | 2.3651 | 2.2454 | 2 | Beam-A | Present | 4.9153 | 4.7950 | 4.7950 | 4.9153 | Ref. [9] | 4.9153 | 4.7950 | 4.7950 | 4.9153 | Beam-B | Present | 3.9528 | 3.9387 | 4.0976 | 4.6760 | Ref. [9] | 3.9528 | 3.9387 | 4.0976 | 4.6760 | Beam-C | Present | 4.1395 | 4.1638 | 3.9885 | 4.8251 | Ref. [9] | 4.1395 | 4.1638 | 3.9885 | 4.8521 | 3 | Beam-A | Present | 7.9045 | 7.8343 | 7.8343 | 7.9045 | Ref. [9] | 7.9045 | 7.8343 | 7.8343 | 7.9045 | Beam-B | Present | 6.1635 | 6.1399 | 6.8479 | 6.9380 | Ref. [9] | 6.1635 | 6.1399 | 6.8479 | 6.9380 | Beam-C | Present | 6.3841 | 6.0002 | 7.0045 | 6.7812 | Ref. [9] | 6.8341 | 6.0002 | 7.0045 | 6.7812 | 4 | Beam-A | Present | 10.9711 | 11.0414 | 11.0414 | 10.9711 | Ref. [9] | 10.9711 | 11.0414 | 11.0414 | 10.9711 | Beam-B | Present | 8.3054 | 8.8732 | 9.4841 | 9.9945 | Ref. [9] | 8.3054 | 8.8733 | 9.4841 | 9.9945 | Beam-C | Present | 8.2156 | 8.8775 | 9.3342 | 10.1310 | Ref. [9] | 8.2156 | 8.8775 | 9.3342 | 10.1310 |
| Simply supported | 1 | Beam-A | Present | 3.1160 | 3.0890 | 3.0890 | 3.1160 | Ref. [9] | 3.1160 | 3.0890 | 3.0890 | 3.1160 | Beam-B | Present | 2.2270 | 2.2637 | 2.5443 | 2.8238 | Ref. [9] | 2.2270 | 2.2637 | 2.5443 | 2.8238 | Beam-C | Present | 2.1602 | 2.1257 | 2.3111 | 2.6160 | Ref. [9] | 2.1602 | 2.1257 | 2.3111 | 2.6160 | 2 | Beam-A | Present | 6.2218 | 6.2831 | 6.2831 | 6.2218 | Ref. [9] | 6.2218 | 6.2831 | 6.2831 | 6.2218 | Beam-B | Present | 4.5706 | 4.9160 | 5.5403 | 5.4805 | Ref. [9] | 4.5706 | 4.9160 | 5.5403 | 5.4805 | Beam-C | Present | 4.3995 | 4.7788 | 5.7147 | 5.4039 | Ref. [9] | 4.3995 | 4.7788 | 5.7147 | 5.4039 | 3 | Beam-A | Present | 9.4248 | 9.4667 | 9.4667 | 9.4248 | Ref. [9] | 9.4248 | 9.4667 | 9.4667 | 9.4248 | Beam-B | Present | 7.0984 | 7.6854 | 8.1049 | 8.6897 | Ref. [9] | 7.0984 | 7.6854 | 8.1049 | 8.6897 | Beam-C | Present | 6.9661 | 7.7817 | 7.9441 | 8.8739 | Ref. [9] | 6.9661 | 7.7817 | 7.9441 | 8.8739 | 4 | Beam-A | Present | 12.6251 | 12.5075 | 12.5075 | 12.6251 | Ref. [9] | 12.6253 | 12.5076 | 12.5076 | 12.6253 | Beam-B | Present | 9.6906 | 9.9389 | 10.8726 | 11.4763 | Ref. [9] | 9.6908 | 9.9390 | 10.8727 | 11.4765 | Beam-C | Present | 9.6683 | 10.0408 | 10.9903 | 11.4005 | Ref. [9] | 9.6684 | 10.0409 | 10.9905 | 11.4007 |
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