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    Buckling of Drill Pipe in an Inclined Hole

    Source: Journal of Manufacturing Science and Engineering:;1964:;volume( 086 ):;issue: 002::page 214
    Author:
    D. B. Bogy
    ,
    P. R. Paslay
    DOI: 10.1115/1.3670492
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The buckling of drill pipe in the vertical plane for the case of an inclined hole is studied. This is accomplished by performing a stability analysis of a simply supported column lying in compression on a rigid inclined plane in the presence of a gravity field. The lateral displacement of the column is restricted to be perpendicular to the plane. According to the results of an approximate analysis it is found that the system becomes unstable under the above conditions only if the lateral variational displacements are finite. The derived stability equation is verified for a particular case by a simple experiment. The results of this analysis can be used to determine the “crookedness” of a hole which, under specified conditions, will induce instability.
    keyword(s): Drills (Tools) , Pipes , Buckling , Stability , Gravity (Force) , Compression , Displacement AND Equations ,
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      Buckling of Drill Pipe in an Inclined Hole

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/102579
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    contributor authorD. B. Bogy
    contributor authorP. R. Paslay
    date accessioned2017-05-08T23:24:59Z
    date available2017-05-08T23:24:59Z
    date copyrightMay, 1964
    date issued1964
    identifier issn1087-1357
    identifier otherJMSEFK-27480#214_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/102579
    description abstractThe buckling of drill pipe in the vertical plane for the case of an inclined hole is studied. This is accomplished by performing a stability analysis of a simply supported column lying in compression on a rigid inclined plane in the presence of a gravity field. The lateral displacement of the column is restricted to be perpendicular to the plane. According to the results of an approximate analysis it is found that the system becomes unstable under the above conditions only if the lateral variational displacements are finite. The derived stability equation is verified for a particular case by a simple experiment. The results of this analysis can be used to determine the “crookedness” of a hole which, under specified conditions, will induce instability.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleBuckling of Drill Pipe in an Inclined Hole
    typeJournal Paper
    journal volume86
    journal issue2
    journal titleJournal of Manufacturing Science and Engineering
    identifier doi10.1115/1.3670492
    journal fristpage214
    journal lastpage218
    identifier eissn1528-8935
    keywordsDrills (Tools)
    keywordsPipes
    keywordsBuckling
    keywordsStability
    keywordsGravity (Force)
    keywordsCompression
    keywordsDisplacement AND Equations
    treeJournal of Manufacturing Science and Engineering:;1964:;volume( 086 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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