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完整後設資料紀錄
DC 欄位 | 值 | 語言 |
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dc.contributor.advisor | 陳振山(Jen-San Chen) | |
dc.contributor.author | Sheng-Yo Li | en |
dc.contributor.author | 李昇祐 | zh_TW |
dc.date.accessioned | 2021-06-17T00:11:35Z | - |
dc.date.available | 2017-07-19 | |
dc.date.copyright | 2012-07-19 | |
dc.date.issued | 2012 | |
dc.date.submitted | 2012-07-12 | |
dc.identifier.citation | [1] Lubinski, A., Althouse, W.S., and Logan, J.L., 1962, “Helical Buckling of Tubing Sealed in Packers,” Journal of Petroleum Technology, 225, pp. 650-670.
[2] Feodosyev, V.I., 1977, Selected Problems and Questions in Strength of Materials. Mir, Moscow. Translated from the Russian by M. Konyaeva. [3] Mitchell, R. F., 1982, “Buckling Behavior of Well Tubing: the Packer Effect,” Society of Petroleum Engineers Journal, October, pp. 616–624. [4] Cheatham, J.B., and Pattillo, P.D., 1984, “Helical Postbuckling Configuration of a Weightless Column under the Action of an Axial Load,” Society of Petroleum Engineers Journal, 24, pp. 467-472. [5] Sorenson, K.G., and Cheatham, Jr., J.B., 1986, “Post-Buckling Behavior of a Circular Rod Constrained Within a Circular Cylinder,” ASME Journal of Applied Mechanics, 53, pp. 929-934. [6] Tan, X. C. , and Digby, P. J., 1993, “Buckling of Drill String under the Action of Gravity and Axial Thrust,” International Journal of Solids and Structures, 30, pp. 2675-2691. [7] Wu, J., Juvkam-Wold, H.C., and Lu, R., 1993, “Helical Buckling of Pipes in Extended Reach and Horizontal Wells. Part 1. Preventing Helical Buckling,” ASME Journal of Energy Resources Technology, 115, pp. 191-195. [8] Wu, J., and Juvkam-Wold, H.C., 1993, “Helical Buckling of Pipes in Extended Reach and Horizontal Wells. Part 2. Frictional Drag Analysis,” ASME Journal of Energy Resources Technology, 115, pp. 196-201. [9] Tan, X.C., and Forsman, B., 1995, “Buckling of Slender String in Cylindrical Tube under Axial Load: Experiments and Theoretical Analysis,” Experimental Mechanics, March, pp. 55–60. [10] Martinez, A., Miska, S., Kuru, E., and Sorem, J., 2000, “Experimental Evaluation of the Lateral Contact Force in Horizontal Wells,” Journal of Energy Resources Technology, 122, pp. 123-128. [11] Huang, N.C., and Pattillo, P.D., 2000, “Helical Buckling of a Tube in an Inclined Wellbore,” International Journal of Non-Linear Mechanics, 35, pp. 911-923. [12] Cunha, J.C., 2003, “Buckling of Tubulars Inside Wellbores: Review on Recent Theoretical and Experimental Works,” SPE Drilling and Completion, 19, pp. 13-19. [13] McCourt, I., Truslove, T., and Kubie, J., 2002, “Penetration of Tubulars Drill Pipes in Horizontal Oil Wells,” Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science, 216, pp. 1237-1245. [14] McCourt, I., Truslove, T., and Kubie, J., 2004, “On the Penetration of Tubular Drill Pipes in Horizontal Oil Wells,” Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science, 218, pp. 1063-1081. [15] McCourt, I., and Kubie, J., 2005, “Limits on the Penetration of Coiled Tubing in Horizontal Oil Wells: Effect of the Pipe Geometry,” Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science, 219, pp. 1191-1197. [16] Wu, J., and Juvkam-Wold, H.C., 1995, “The Effect of Wellbore Curvature on Tubular Buckling and Lockup,” ASME Journal of Energy Resources Technology, 117, pp. 214-218. [17] Kuru, E., Martinez, A., Miska, S., and Qiu, W., 2000, “The Buckling Behavior of Pipes and Its Influence on the Axial Force Transfer in Directional Wells,” ASME Journal of Energy Resources Technology, 122, pp. 129-135. [18] Paslay, P.R., and Bogy, D.B., 1966, “The Stability of a Circular Rod Laterally Constrained to be in Contact with an Inclined Circular Cylinder,” ASME Journal of Applied Mechanics, 31, pp. 605-610. [19] Miska, S., and Cunha, J. C., 1995, “An Analysis of Helical Buckling of Tubulars Subjected to Axial and Torsional Loading in Inclined Wellbore,” Proc., SPE Production and Operations Symposium, SPE 29460, Oklahoma City, OK, April 2–4. [20] Chen, J.-S., Li, H.-C. Li, 2011, “On an Elastic Rod Inside a Slender Tube Under End Twisting Moment,” ASME Journal of Applied Mechanics, 78, 041009. [21] van der Heijden, G. H. M., 2001, “The Static Deformation of a Twisted Elastic Rod Constrained to Lie on a Cylinder,” Proceedings of the Royal Society A, 457, pp. 695–715. [22] van der Heijden, G. H. M., Champneys, A. R., and Thompson, J. M. T., 2002, “Spatially Complex Localisation in Twisted Elastic Rods Constrained to a Cylinder,” International Journal of Solids and Structures, 39, pp. 1863–1883. [23] van der Heijden, G. H. M., Champneys, A. R., and Thompson, J. M. T., 1999, “Spatially Complex Localisation in Twisted Elastic Rods Constrained to Lie in the Plane,” Mechanics and Physics of Solids, 47, pp. 59-79. [24] van der Heijden, G. H. M., 2003, ”Helical Collapse of a Whirling Elastic Rod Forced to Lie on a Cylinder,” ASME Journal of Applied Mechanics, 70, pp. 771-774. [25] Schneider, P.A., 2003, Endovascular Skills: Guidewire and Catheter Skills for Endovascular Surgery. Marcel Dekker, Inc., New York. [26] Ziegler, H., 1968, Principles of Structural Stability. Blaisdell Publishing Co., Waltham, Massachusetts. [27] Kreyszig, E., 1983, Advanced Engineering Mathematics, 5th edition, John Wiley & Sons, New York. [28] van der Heijden, G.H.M., Neukirch, S., Goss, V.G.A., Champneys, Thompson, J.M.T., 2003, “Instability and Self-Contact Phenomena in the Writhing of clamped Rods,” International Journal of Mechanical Sciences, 45, pp. 161-196. | |
dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/65778 | - |
dc.description.abstract | 在本篇論文中,我們利用大變形理論來計算,一端固定,另一端受部份夾持,並於端點施加扭矩的彈性圓桿。受到扭矩後的彈性圓桿,其變形限制於直圓管中。在此論文中,我們與多數前人研究不同的地方在於前人的研究,僅考慮整段彈性圓形的變形以線接觸的形式與圓管管壁接觸,在端點的部份也是如此。然而在我們的研究中,彈性圓桿的兩個端點皆位於圓管截面的中心軸上。變形後的彈性圓桿,可能與圓管管壁形成無接觸與點接觸的變形。最後比較大變形理論與小變形理論的結果。在本篇論文中,首先利用shooting method將十個變形圖案,從變形1到10計算求得。利用本篇論文的方法,我們可以發現更多的變形。從施加端點扭矩與端點位移量的平滑軌跡中,我們發現小變形理論的變形過程,僅存在於早期的變形中,從變形1到5。換句話說,由大變形理論得知,當圓桿以扭矩控制或是位移控制時,預測到受圓管限制的彈性圓桿將會發生折斷式挫曲與自我接觸的現象。這些現象不能由小變形的理論中預測到。 | zh_TW |
dc.description.abstract | In this paper we use elastica model to calculate the deformation of a clamped-clamped rod under end twist and constrained inside a straight tube. Unlike most of the previous works, in which only the fully-developed line-contact spiral from end to end was considered, we study the case when both ends of the rod are at the center of the tube cross section. As a consequence, free of contact and point contact may occur in the deformation. The results are compared with those predicted from a previous work using small-deformation theory. Ten deformation patterns from deformation 1 to 10 are calculated by shooting method, with a possibility of finding more. The deformation sequence forms a smooth load-deflection locus. It is found that the small-deformation theory is capable of finding only the early stage of the deformation sequence from deformation 1 to 5. The elastica model, on the other hand, predicts that the constrained elastica may undergo snapping jump and self-contact when it is under load or displacement control. These deformations cannot be found from a small-deformation theory. | en |
dc.description.provenance | Made available in DSpace on 2021-06-17T00:11:35Z (GMT). No. of bitstreams: 1 ntu-101-R99522530-1.pdf: 1498681 bytes, checksum: fa6492a6c7d58129386d6cfef1603b5e (MD5) Previous issue date: 2012 | en |
dc.description.tableofcontents | 目錄
第一章 導論..................................................................1 第二章 變形..................................................................3 2.1無接觸:變形 1................................................3 2.1.1 平衡方程式............................................5 2.1.2 廣義的應變............................................6 2.1.3 本構方程式............................................6 2.1.4 統御方程式和邊界條件.......................7 2.1.5 求解方法.................................................8 2.2 一點接觸:變形 2............................................10 2.3 二點接觸:變形 3............................................10 2.4 三點接觸:變形 4............................................12 2.5 點線點接觸:變形 5........................................12 2.6 線接觸:變形 6................................................16 2.7 三線接觸:變形 7............................................16 2.8 線點線接觸:變形 8........................................18 2.9 三點接觸與自我接觸:變形 9........................19 2.10 四點接觸與自我接觸:變形 10....................20 第三章 數值結果分析....................................................22 3.1 端點扭矩與位移的關係....................................22 3.2 接觸力................................................................25 3.3 內力和內矩分佈................................................27 第四章 結論....................................................................28 參考文獻............................................................................29 附表Table1........................................................................33 附表Table2.........................................................................34 附圖目錄............................................................................35 | |
dc.language.iso | zh-TW | |
dc.title | 在圓管內受扭矩作用下的大變形彈性圓桿 | zh_TW |
dc.title | A Twisted Elastica Constrained Inside a Tube | en |
dc.type | Thesis | |
dc.date.schoolyear | 100-2 | |
dc.description.degree | 碩士 | |
dc.contributor.oralexamcommittee | 周元昉(Yuan-Fang Chou),莊嘉揚(Jia-Yang Juang) | |
dc.subject.keyword | 彈性圓桿,受圓管限制,端點扭矩,shooting method,點接觸,線接觸, | zh_TW |
dc.subject.keyword | Elastica,Constraining tube,End twist,Shooting method,Point contact,Line contact, | en |
dc.relation.page | 66 | |
dc.rights.note | 有償授權 | |
dc.date.accepted | 2012-07-12 | |
dc.contributor.author-college | 工學院 | zh_TW |
dc.contributor.author-dept | 機械工程學研究所 | zh_TW |
顯示於系所單位: | 機械工程學系 |
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