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    An Analysis of Common Drill Stem Vibration Models

    Source: Journal of Energy Resources Technology:;2018:;volume 140:;issue 001::page 12905
    Author:
    Al Dushaishi, Mohammed F.
    ,
    Nygaard, Runar
    ,
    Stutts, Daniel S.
    DOI: 10.1115/1.4037682
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Excessive drill stem (DS) vibration while rotary drilling of oil and gas wells causes damages to drill bits and bottom hole assemblies (BHAs). In an attempt to mitigate DS vibrations, theoretical modeling of DS dynamics is used to predict severe vibration conditions. To construct the model, decisions have to be made on which beam theory to be used, how to implement forces acting on the DS, and the geometry of the DS. The objective of this paper is to emphasize the effect of these assumptions on DS vibration behavior under different, yet realistic, drilling conditions. The nonlinear equations of motion were obtained using Hamilton's principle and discretized using the finite element method. The finite element formulations were verified with uncoupled analytical models. A parametric study showed that increasing the weight on bit (WOB) and the drill pipe (DP) length clearly decreases the DS frequencies. However, extending the drill collar length does not reveal a clear trend in the resulting lateral vibration frequency behavior. At normal operating conditions with a low operating rotational speed, less than 80 RPM, the nonlinear Euler–Bernoulli and Timoshenko models give comparable results. At higher rotational speeds, the models deliver different outcomes. Considering only the BHA overestimates the DS critical operating speed; thus, the entire DS has to be considered to determine the critical RPM values to be avoided.
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      An Analysis of Common Drill Stem Vibration Models

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    contributor authorAl Dushaishi, Mohammed F.
    contributor authorNygaard, Runar
    contributor authorStutts, Daniel S.
    date accessioned2019-02-28T11:14:29Z
    date available2019-02-28T11:14:29Z
    date copyright9/12/2017 12:00:00 AM
    date issued2018
    identifier issn0195-0738
    identifier otherjert_140_01_012905.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4254195
    description abstractExcessive drill stem (DS) vibration while rotary drilling of oil and gas wells causes damages to drill bits and bottom hole assemblies (BHAs). In an attempt to mitigate DS vibrations, theoretical modeling of DS dynamics is used to predict severe vibration conditions. To construct the model, decisions have to be made on which beam theory to be used, how to implement forces acting on the DS, and the geometry of the DS. The objective of this paper is to emphasize the effect of these assumptions on DS vibration behavior under different, yet realistic, drilling conditions. The nonlinear equations of motion were obtained using Hamilton's principle and discretized using the finite element method. The finite element formulations were verified with uncoupled analytical models. A parametric study showed that increasing the weight on bit (WOB) and the drill pipe (DP) length clearly decreases the DS frequencies. However, extending the drill collar length does not reveal a clear trend in the resulting lateral vibration frequency behavior. At normal operating conditions with a low operating rotational speed, less than 80 RPM, the nonlinear Euler–Bernoulli and Timoshenko models give comparable results. At higher rotational speeds, the models deliver different outcomes. Considering only the BHA overestimates the DS critical operating speed; thus, the entire DS has to be considered to determine the critical RPM values to be avoided.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleAn Analysis of Common Drill Stem Vibration Models
    typeJournal Paper
    journal volume140
    journal issue1
    journal titleJournal of Energy Resources Technology
    identifier doi10.1115/1.4037682
    journal fristpage12905
    journal lastpage012905-12
    treeJournal of Energy Resources Technology:;2018:;volume 140:;issue 001
    contenttypeFulltext
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