Dynamic response of thick-walled casing in oilfield's ultra deep well under kinetic inside pressure and experimental validation

被引:0
|
作者
Tian H.-L. [1 ]
Huang T.-S. [2 ]
Du Y.-X. [1 ]
机构
[1] College of Mechanical and Power Engineering, China Three Gorges University, Yichang
[2] College of Economics and Management, China Three Gorges University, Yichang
关键词
Interface; Kinetic inside pressure; Plastic flow; Plastic mechanics; Thick-walled casing;
D O I
10.16385/j.cnki.issn.1004-4523.2018.06.009
中图分类号
学科分类号
摘要
Introducing the intermediate principal stress coefficient and tensile-to-compressive strength ratio, the analytical solutions for elastic and plastic ultimate inside pressures in thick-walled casing respectively with two closed ends, two open ends and plane strain under kinetic inside pressure are obtained using the unified strength theory. Plastic flow first occurs on inside wall of the thick-walled casing, and is restricted by the surrounding elastic material. Numerical emulation displays that the elastic ultimate inside pressure adds as the tensile-to-compressive strength ratio decreases and the intermediate principal stress coefficient enhances. The value of the elastic ultimate inside pressure for the thick-walled casing with two closed ends is largest, followed by value for the plane strain one, and value for one with two open ends is minimal. The interfacial critical radius becomes larger due to the increase of the kinetic inside pressure. If the kinetic inside pressure ascends, the thick-walled casing diverts from elastic deformation to elastoplastic deformation and the interfacial critical radius expands from inside radius to outside radius. The plastic ultimate inside pressure gains as the tensile-to-compressive strength ratio reduces. The differences among the plastic ultimate inside pressures of thick-walled casings with two closed ends, two open ends and plane strain become smaller with the increment of the outside-to-inside diameter ratio for the equivalent unified strength theory parameters. The elastic ultimate inside pressure is lower than plastic ultimate's. The relative error between theoretical values and test data for plastic ultimate inside pressure is between -3%~-9%. The relative warp between international standardization organization's template data and test data is between -12%~-25%. The relative windage between American petroleum institute's average lines and test data is between -16%~-33%. Comparisons show that the current plastic ultimate inside pressure's equation in thick-walled casing is closer to test data. © 2018, Nanjing Univ. of Aeronautics an Astronautics. All right reserved.
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页码:984 / 995
页数:11
相关论文
共 25 条
  • [1] Tian H., Chen B., Dong Y., Et al., Radial non-contact dynamic stiffness between rotor and bearing hole in aero engine involving rotation speed and experimental validation, Journal of Vibration Engineering, 30, 6, pp. 893-903, (2017)
  • [2] Tian H., Liu F., Fang Z., Et al., Immovable joint surface's model using isotropic virtual material, Journal of Vibration Engineering, 26, 4, pp. 561-573, (2013)
  • [3] Nan B., Wu Y., Sun H., Mechanical properties of filament-wound CFRP tube under axially compressive load, Engineering Mechanics, 34, 1, pp. 92-100, (2017)
  • [4] Chen Z., Equivalent external casing pressure in rheological strata, Acta Petrolei Sinica, 33, 4, pp. 702-705, (2012)
  • [5] Yin Y., Chen Z., The analytical solutions of thick-walled cylinder of softening material and its stability, Chinese Journal of Theoretical and Applied Mechanics, 42, 1, pp. 56-64, (2010)
  • [6] Lin Y., Deng K., Sun Y., Et al., Through-wall yield collapse pressure of casing based on unified strength theory, Petroleum Exploration and Development, 43, 3, pp. 462-468, (2016)
  • [7] Chen J., Jiang X., Zhu Z., Et al., Shaking table test and numerical simulation study on unsymmetrical loading tunnel model, Journal of Vibration Engineering, 30, 4, pp. 660-669, (2017)
  • [8] Zhang G., Li T., Zhu X., Series transformation method for the free vibration of eccentric cylindrical shell, Journal of Vibration Engineering, 30, 6, pp. 947-954, (2017)
  • [9] Deng K., Lin Y., Qiang H., Et al., New high collapse model to calculate collapse strength for casing, Elsevier Engineering Failure Analysis, 58, pp. 295-306, (2015)
  • [10] Klever Frans J., Toshitaka T., A new OCTG strength equation for collapse under combined loads, Society of Petroleum Engineers Drilling and Completion, 21, 3, (2006)