Pipeline Pull-Back Load Analysis by Continuous Beam Theory

被引:0
作者
Zhengwei Guo
Shuai Xie
Liancheng Ren
Chaoqun Dong
Yinchun Gong
机构
[1] Chongqing University of Science & Technology,Research Institute of Petroleum and Natural Gas Equipment
来源
KSCE Journal of Civil Engineering | 2020年 / 24卷
关键词
Lifting pipeline; Entry angle; Pull-back load; Continuous beam theory; Contact force;
D O I
暂无
中图分类号
学科分类号
摘要
Pipeline pull-back load is an important basis for selecting power and checking capability of drilling equipment. In this paper, mechanical models of the pipeline hoisting outside and pulling inside the hole are established by the continuous beam theory, and relationships among various parameters are analyzed in the process of pull-back pipeline. The results show that there is a linear relationship between the lifting height of basket and the entry angle of hole. During the construction of the hoisting pipeline, the bending moment and shearing force of the basket position near the hole are larger, so the strength check of the pipeline only needs to do at this position. There is a linear relationship between the lifting height of the basket and the length of spanning pipeline. The lifting load and axial force of the pipeline vary linearly. The pull-back load of the pipeline varies curve in the arc segment of the trajectory. The pipeline pull-back load varies linearly in linear segment of trajectory.
引用
收藏
页码:1307 / 1317
页数:10
相关论文
共 32 条
  • [1] Ariaratnam ST(2007)Modeling of annular fluid pressures in horizontal boring Tunneling and Underground Space Technology 22 610-619
  • [2] Harbin BC(2004)Experimental investigation of pull loads and borehole pressures during horizontal directional drilling installations Canadian Geotechnical Journal 41 672-685
  • [3] Stauber RL(2007)Theoretical model for calculating pulling loads for pipes in horizontal directional drilling Tunneling and Underground Space Technology 22 633-643
  • [4] Baumert ME(2018)Effect of boundary conditions in three alternative models of Timoshenko-Ehrenfest beams on Winkler elastic foundation Acta Mechanica 229 1649-1686
  • [5] Allouche EN(2018)Analysis of the pipeline pull-back load for horizontal directional drilling KSCE Journal of Civil Engineering 22 5133-5142
  • [6] Moore ID(1990)Non-Newtonian flow in eccentric annuli Journal of Energy Resources Technology 112 163-169
  • [7] Cheng E(2017)Variability of subgrade reaction modulus on flexible mat foundation Aeromechanics and Engineering 13 757-774
  • [8] Polak MA(2013)Analysis of soil-welded steel mesh reinforcement interface interaction by pull-out tests Geotextiles and Geomembranes 40 48-57
  • [9] Elishakoff I(2005)Pulling loads for polyethylene pipes in horizontal directional drilling: Theoretical modeling and parametric study Journal of Infrastructure Systems 11 142-150
  • [10] Tonzani GM(2001)Mechanical modeling for pipes in horizontal directional drilling Tunnelling and Underground Space Technology 16 47-55