On an Elastic Rod Inside a Slender Tube Under End Twisting Moment

被引:20
作者
Chen, Jen-San [1 ]
Li, Hong-Chi [1 ]
机构
[1] Natl Taiwan Univ, Dept Mech Engn, Taipei 10617, Taiwan
来源
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME | 2011年 / 78卷 / 04期
关键词
SPATIALLY COMPLEX LOCALIZATION; BUCKLING BEHAVIOR; HORIZONTAL WELLS; EXTENDED REACH; PIPES; PENETRATION; FORCE; LIE;
D O I
10.1115/1.4003708
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
In this paper, we study the deformation of a thin elastic rod constrained inside a cylindrical tube and under the action of an end twisting moment. The ends of the rod are clamped in the lateral direction. Unlike the previous works of others, in which only the fully developed line-contact spiral was considered, we present a complete analysis on the deformation when the dimensionless twisting moment M-x is increased from zero. It is found that the straight rod buckles into a spiral shape and touches the inner wall of the tube at the midpoint when M-x reaches 8.987. As M-x increases to 11.472, the contact point in the middle splits into two, leaving the midpoint floating in the air. As M-x increases to 13.022, the midpoint returns to touch the tube wall and the two-point-contact deformation evolves to a three-point-contact deformation. Starting from M-x = 13.098, the point contact in the middle evolves to a line contact, and the deformation becomes a point-line-point contact configuration and remains so thereafter. In the case when the line-contact pattern is fully developed, it is possible to predict the spiral shape analytically. The numerical results are found to agree very well with those predicted analytically. Finally, an experimental setup is constructed to observe the deformation evolution of the constrained rod under end twist. [DOI: 10.1115/1.4003708]
引用
收藏
页数:9
相关论文
共 28 条
[1]   Spatially complex localization after one-twist-per-wave equilibria in twisted circular rods with initial curvature [J].
Champneys, AR ;
vanderHeijden, GHM ;
Thompson, JMT .
PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 1997, 355 (1732) :2151-2174
[2]   HELICAL POSTBUCKLING CONFIGURATION OF A WEIGHTLESS COLUMN UNDER THE ACTION OF AN AXIAL LOAD [J].
CHEATHAM, JB ;
PATTILLO, PD .
SOCIETY OF PETROLEUM ENGINEERS JOURNAL, 1984, 24 (04) :467-472
[3]   Buckling of tubulars inside wellbores: A review on recent theoretical and experimental works [J].
Cunha, JC .
SPE DRILLING & COMPLETION, 2004, 19 (01) :13-19
[4]  
Feodosyev V.I., 1977, SELECTED PROBLEMS QU
[5]   Nonlinear dynamics and loop formation in Kirchhoff rods with implications to the mechanics of DNA and cables [J].
Goyal, S ;
Perkins, NC ;
Lee, CL .
JOURNAL OF COMPUTATIONAL PHYSICS, 2005, 209 (01) :371-389
[6]   Helical buckling of a tube in an inclined wellbore [J].
Huang, NC ;
Pattillo, PD .
INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS, 2000, 35 (05) :911-923
[7]   The buckling behavior of pipes and its influence on the axial force transfer in directional wells [J].
Kuru, E ;
Martinez, A ;
Miska, S ;
Qiu, WY .
JOURNAL OF ENERGY RESOURCES TECHNOLOGY-TRANSACTIONS OF THE ASME, 2000, 122 (03) :129-135
[8]  
Love AEH., 2013, A treatise on the mathematical theory of elasticity
[9]  
Lubinski A., 1962, J PETROL TECHNOL, V225, P650
[10]   Experimental evaluation of the lateral contact force in horizontal wells [J].
Martinez, A ;
Miska, S ;
Kuru, E ;
Sorem, J .
JOURNAL OF ENERGY RESOURCES TECHNOLOGY-TRANSACTIONS OF THE ASME, 2000, 122 (03) :123-128