Applied Mathematics and Mechanics (English Edition) ›› 2026, Vol. 47 ›› Issue (6): 1417-1432.doi: https://doi.org/10.1007/s10483-026-3399-9
• • 上一篇
收稿日期:2025-11-12
修回日期:2026-03-26
出版日期:2026-06-18
发布日期:2026-06-18
Qinfeng DI1,2,3, Dakun LUO3, Heyuan YANG3, Tianxin LI3, Wenchang WANG1,2,3,†(
), Feng CHEN4, H. ZHANG5
Received:2025-11-12
Revised:2026-03-26
Online:2026-06-18
Published:2026-06-18
Contact:
Wenchang WANG
E-mail:wangwenchang1982@163.com
Supported by:中图分类号:
. [J]. Applied Mathematics and Mechanics (English Edition), 2026, 47(6): 1417-1432.
Qinfeng DI, Dakun LUO, Heyuan YANG, Tianxin LI, Wenchang WANG, Feng CHEN, H. ZHANG. AI-driven triple-optimization based on ant colony optimization for minimizing deformation energy in three-dimensional analysis of bottom-hole assemblies[J]. Applied Mathematics and Mechanics (English Edition), 2026, 47(6): 1417-1432.
"
| Variable | Definition | Unit |
|---|---|---|
| Ui | Displacement of ith segment of BHA in x-direction | m |
| Vi | Displacement of ith segment of BHA in y-direction | m |
| l | Curvilinear coordinate along axis of BHA | m |
| Li | Length of ith segment | m |
| Ei | Modulus of elasticity of ith segment | Pa |
| Ii | Inertia moment of cross-section for ith segment | m4 |
| Mti | Torque applied to ith segment | N · m |
| qwi | Distributed weight per unit length of ith segment | N/m |
| αi | Inclination angle at ith segment location | rad |
| Bi | Axial force along z-direction acting on lower end of ith segment | N |
| Fxi(Fyi) | Internal force of ith segment in x(y)-direction | N |
| Nj | Contact force between jth stabilizer and wellbore wall | N |
| fsw | Friction coefficient between stabilizer and wellbore wall | — |
| fa(ft) | Equivalent axial (tangential) friction coefficient at stabilizer-wellbore interface | — |
| v | Rate of penetration of drill bit | m/h |
| Ω | Self-rotation angular velocity of BHA | r/min |
| Doj | Outer diameter of jth stabilizer | m |
"
| | | | | Deformation energy/J |
|---|---|---|---|---|
| 1.35 | 109 | 1.85 | 132 | 637.624 361 0 |
| 1.35 | 109 | 1.85 | 133 | 637.632 619 4 |
| 1.35 | 109 | 1.85 | 134 | 637.637 574 4 |
| 1.35 | 110 | 1.85 | 132 | 637.727 590 6 |
| 1.35 | 110 | 1.85 | 133 | 637.735 849 0 |
| 1.35 | 110 | 1.85 | 134 | 637.741 079 2 |
| 1.35 | 111 | 1.85 | 132 | 637.599 310 7 |
| 1.35 | 111 | 1.85 | 133 | 637.847 061 6 |
| 1.35 | 111 | 1.85 | 134 | 637.851 741 3 |
| 1.35 | 109 | 1.95 | 132 | 637.504 064 2 |
| 1.35 | 109 | 1.95 | 133 | 637.504 890 1 |
| 1.35 | 109 | 1.95 | 134 | 637.513 423 7 |
| 1.35 | 110 | 1.95 | 132 | 637.606 467 9 |
| 1.35 | 110 | 1.95 | 133 | 637.607 569 0 |
| 1.35 | 110 | 1.95 | 134 | 637.616 653 2 |
| 1.35 | 111 | 1.95 | 132 | 637.718 231 1 |
| 1.35 | 111 | 1.95 | 133 | 637.719 332 2 |
| 1.35 | 111 | 1.95 | 134 | 637.728 141 1 |
| 1.45 | 109 | 1.85 | 132 | 635.807 521 2 |
| 1.45 | 109 | 1.85 | 133 | 635.817 431 2 |
| 1.45 | 109 | 1.85 | 134 | 635.816 054 8 |
| 1.45 | 110 | 1.85 | 132 | 635.918 458 5 |
| 1.45 | 110 | 1.85 | 133 | 635.928 643 8 |
| 1.45 | 110 | 1.85 | 134 | 635.927 267 4 |
| 1.45 | 111 | 1.85 | 132 | 636.037 378 9 |
| 1.45 | 111 | 1.85 | 133 | 636.047 564 3 |
| 1.45 | 111 | 1.85 | 134 | 636.047 289 0 |
| 1.45 | 109 | 1.95 | 132 | 635.800 363 9 |
| 1.45 | 109 | 1.95 | 133 | 635.801 465 0 |
| 1.45 | 109 | 1.95 | 134 | 635.808 622 3 |
| 1.45 | 110 | 1.95 | 132 | 635.690 527 7 |
| 1.45 | 110 | 1.95 | 133 | 635.689 701 9 |
| 1.45 | 110 | 1.95 | 134 | 635.697 960 2 |
| 1.45 | 111 | 1.95 | 132 | 635.919 834 9 |
| 1.45 | 111 | 1.95 | 133 | 635.920 936 0 |
| 1.45 | 111 | 1.95 | 134 | 635.928 643 8 |
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