Applied Mathematics and Mechanics (English Edition) ›› 2025, Vol. 46 ›› Issue (11): 2177-2198.doi: https://doi.org/10.1007/s10483-025-3315-6
收稿日期:2025-07-07
修回日期:2025-09-15
发布日期:2025-10-29
A. KESHMIRI, T. H. MOTTAGHI, A. R. MASOODI†(
)
Received:2025-07-07
Revised:2025-09-15
Published:2025-10-29
Contact:
A. R. MASOODI
E-mail:ar.masoodi@um.ac.ir
中图分类号:
. [J]. Applied Mathematics and Mechanics (English Edition), 2025, 46(11): 2177-2198.
A. KESHMIRI, T. H. MOTTAGHI, A. R. MASOODI. A finite element-based novel approach to undamped vibrational analysis of complex curved beams with arbitrary curvature using explicit interpolation functions[J]. Applied Mathematics and Mechanics (English Edition), 2025, 46(11): 2177-2198.
"
| Support condition | Mode | Present study | Ref. [ | Ref. [ | Ref. [ | Error/% |
|---|---|---|---|---|---|---|
| S-S | 1 | 29.192 | 29.285 | 29.306 | 29.264 | 0.317 6 |
| 2 | 33.255 | 33.321 | 33.243 | 33.280 | 0.079 1 | |
| 3 | 66.721 | 67.202 | 67.123 | 66.935 | 0.545 1 | |
| 4 | 79.796 | 80.049 | 79.950 | 79.817 | 0.178 5 | |
| C-C | 1 | 36.694 | 36.716 | 36.657 | 36.674 | 0.031 8 |
| 2 | 42.250 | 42.278 | 42.289 | 42.228 | 0.035 5 | |
| 3 | 82.160 | 82.361 | 82.228 | 81.930 | 0.015 8 | |
| 4 | 84.452 | 84.565 | 84.471 | 84.328 | 0.003 2 |
"
| S-S | C-C | |||||||
|---|---|---|---|---|---|---|---|---|
| 120 | 6.857 | 16.95 | 32.52 | 42.42 | 11.57 | 21.81 | 40.24 | 42.42 |
| 150 | 3.833 | 10.44 | 20.40 | 31.78 | 6.851 | 13.98 | 25.56 | 35.53 |
| 180 | 2.256 | 6.845 | 13.73 | 22.11 | 4.337 | 9.416 | 17.38 | 25.94 |
| 210 | 1.359 | 4.680 | 9.698 | 15.98 | 2.874 | 6.612 | 12.40 | 19.04 |
| 240 | 0.816 | 3.290 | 7.086 | 11.94 | 1.971 | 4.790 | 9.157 | 14.37 |
| 270 | 0.473 | 2.355 | 5.307 | 9.152 | 1.389 | 3.551 | 6.944 | 11.10 |
| 285 | 0.350 | 2.001 | 4.625 | 8.075 | 1.177 | 3.079 | 6.094 | 9.838 |
| 300 | 0.250 | 1.704 | 4.046 | 7.156 | 1.003 | 2.680 | 5.372 | 8.755 |
| 315 | 0.168 | 1.452 | 3.551 | 6.365 | 0.860 | 2.341 | 4.754 | 7.822 |
| 330 | 0.101 | 1.238 | 3.125 | 5.681 | 0.742 | 2.051 | 4.222 | 7.013 |
| 340 | 0.063 | 1.113 | 2.874 | 5.276 | 0.676 | 1.881 | 3.907 | 6.533 |
| 350 | 0.030 | 1.000 | 2.645 | 4.905 | 0.617 | 1.727 | 3.620 | 6.094 |
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