YAN Xiang-hong, SUN Jian-meng, ZHANG Mei-ling, SU Yuan-da. ANALYSIS OF TORSIONAL AND LONGITUDINAL VIBRATION OF DRILL STRINGS USING EQUIVALENT NETWORK[J]. Engineering Mechanics, 2011, 28(2): 229-233,.
Citation: YAN Xiang-hong, SUN Jian-meng, ZHANG Mei-ling, SU Yuan-da. ANALYSIS OF TORSIONAL AND LONGITUDINAL VIBRATION OF DRILL STRINGS USING EQUIVALENT NETWORK[J]. Engineering Mechanics, 2011, 28(2): 229-233,.

ANALYSIS OF TORSIONAL AND LONGITUDINAL VIBRATION OF DRILL STRINGS USING EQUIVALENT NETWORK

More Information
  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
  • Ignoring the influence of damping to the vibration of drill strings,the equivalent networks have been given out for a single drill pipe or more of the same drill pipe according to the one-dimensional torsional and longitudinal vibration equation of a drill string. In accordance with the series connection equivalent networks, considering the boundary conditions of the drill string system, the equivalent networks and mechanical equivalent impedance of torsional and longitudinal vibration were derived,and then the principles and methods for determining the mechanical resonance frequency of torsional and longitudinal vibration have been given by using the mechanical equivalent impedance. The resonant frequencies of two drill string systems were calculated by the equivalent network method and ANSYS finite element method. The calculation results indicate that using the equivalent network method to calculate the resonant frequency of torsional and longitudinal vibration of a drill string system is an effective method. It is easy to use and its calculating results are same with those calculated by the ANSYS finite element method.
  • Related Articles

    [1]JIN Yun-tao, YU Zhi-xiang, LUO Li-ru, GUO Li-ping, ZHANG Li-jun, LIAO Lin-xu. A MEMBRANE EQUIVALENT METHOD FOR MECHANICAL BEHAVIOR OF ORTHOGONAL STEEL WIRE RING NET[J]. Engineering Mechanics, 2021, 38(11): 114-121. DOI: 10.6052/j.issn.1000-4750.2020.10.0777
    [2]LI Yu-xue, YANG Qing-shan, TIAN Yu-ji, ZHU Ying-lei. MULTIPLE TARGETS EQUIVALENT STATIC WIND LOAD FOR LONG-SPAN ROOFS[J]. Engineering Mechanics, 2016, 33(6): 85-92. DOI: 10.6052/j.issn.1000-4750.2014.10.0890
    [3]LI Yu-xue, YANG Qing-shan, TIAN Yu-ji. MULIple targets Equivalent static wind loadS OF RESONANT RESPONSE FOR large-span roofs[J]. Engineering Mechanics, 2013, 30(11): 75-80,86. DOI: 10.6052/j.issn.1000-4750.2012.07.0533
    [4]AI Hai-feng, CHEN Zhi-jian. RADIAL MODAL MECHANICAL IMPEDANCE OF NON-UINIFORMLY RING STIFFENED CIRCULAR CYLINDRICAL SHELLS IN CIRCURLAR CROSS-SECTION MOTION[J]. Engineering Mechanics, 2012, 29(6): 332-337,345. DOI: 10.6052/j.issn.1000-4750.2010.09.0658
    [5]ZHUANG Zhuo. DAMAGE OF COMPOSITE UNDER LOW-VELOCITY IMPACT AND APPLICATION OF MECHANICAL EQUIVALENT MODEL[J]. Engineering Mechanics, 2012, 29(增刊Ⅱ): 15-22. DOI: 10.6052/j.issn.1000-4750.2012.06.ST02
    [6]SUN Zuo-yu, WANG Hui. EQUIVALENT EXCITATION METHOD FOR RANDOM STRUCTURAL VIBRATION ANALYSIS[J]. Engineering Mechanics, 2010, 27(增刊I): 20-022,.
    [7]CHEN Bo, WU Yue, . STUDY OF THE RESONANT COMPONENT OF EQUIVALENT STATIC WIND LOADS ON LARGE SPAN ROOFS[J]. Engineering Mechanics, 2007, 24(1): 51-055,.
    [8]GU Ming, YE Feng. CHARACTERISTICS OF WIND INDUCED RESPONSES AND EQUIVALENT STATIC WIND LOADS OF TALL BUILDINGS[J]. Engineering Mechanics, 2006, 23(7): 93-98.
    [9]WU Fang-bo, CHEN Jian-qiang, SHANG Shou-ping. EQUIVALENT TRUSS ELEMENTS FOR PLANE AND SPACE PROBLEMS[J]. Engineering Mechanics, 2005, 22(2): 84-88,4.
    [10]JIANG Lu-zhen, WEN Xian-min, MA Xing-rui, WAN Ben-li. ON THE EQUIVALENT MODEL OF COMPOSITE TUBULAR ELEMENT[J]. Engineering Mechanics, 2000, 17(3): 127-132.

Catalog

    Article Metrics

    Article views (1426) PDF downloads (429) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return