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    Dynamic Response of a Buried Pipeline at Low Frequencies

    Source: Journal of Pressure Vessel Technology:;1985:;volume( 107 ):;issue: 001::page 44
    Author:
    P. M. O’Leary
    ,
    S. K. Datta
    DOI: 10.1115/1.3264402
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A long wavelength and low-frequency analysis is presented here for the dynamic behavior of a long continuous pipeline embedded in an elastic medium. Using a shell model for the pipe, it is shown that the dynamic amplification of axial and hoop stresses induced in the pipe due to traveling plane waves (longitudinal and shear) depends crucially on the ratio of the rigidities of the surrounding soil and the pipe. Results are presented showing the dependence of the induced stresses on the direction of propagation of the incident waves, the Poisson’s ratios and rigidities of the ground and pipe materials.
    keyword(s): Pipelines , Dynamic response , Frequency , Pipes , Stress , Waves , Shear (Mechanics) , Shells , Soil , Travel AND Wavelength ,
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      Dynamic Response of a Buried Pipeline at Low Frequencies

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    https://yetl.yabesh.ir/yetl1/handle/yetl/100318
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    contributor authorP. M. O’Leary
    contributor authorS. K. Datta
    date accessioned2017-05-08T23:21:02Z
    date available2017-05-08T23:21:02Z
    date copyrightFebruary, 1985
    date issued1985
    identifier issn0094-9930
    identifier otherJPVTAS-28251#44_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/100318
    description abstractA long wavelength and low-frequency analysis is presented here for the dynamic behavior of a long continuous pipeline embedded in an elastic medium. Using a shell model for the pipe, it is shown that the dynamic amplification of axial and hoop stresses induced in the pipe due to traveling plane waves (longitudinal and shear) depends crucially on the ratio of the rigidities of the surrounding soil and the pipe. Results are presented showing the dependence of the induced stresses on the direction of propagation of the incident waves, the Poisson’s ratios and rigidities of the ground and pipe materials.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleDynamic Response of a Buried Pipeline at Low Frequencies
    typeJournal Paper
    journal volume107
    journal issue1
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.3264402
    journal fristpage44
    journal lastpage50
    identifier eissn1528-8978
    keywordsPipelines
    keywordsDynamic response
    keywordsFrequency
    keywordsPipes
    keywordsStress
    keywordsWaves
    keywordsShear (Mechanics)
    keywordsShells
    keywordsSoil
    keywordsTravel AND Wavelength
    treeJournal of Pressure Vessel Technology:;1985:;volume( 107 ):;issue: 001
    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
    yabeshDSpacePersian