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    Finite‐Element Volumes

    Source: Journal of Surveying Engineering:;1994:;Volume ( 120 ):;issue: 003
    Author:
    Thomas G. Davis
    DOI: 10.1061/(ASCE)0733-9453(1994)120:3(94)
    Publisher: American Society of Civil Engineers
    Abstract: The finite‐element‐volumes method is a new earthwork volumes technique quite unlike conventional methods. The algorithm provides automatic curvature and prismoidal correction using ordinarily available cross‐section data in conjunction with horizontal baseline geometry. The cross sections are approximated as a series of rectangular elements of equal, user‐specified width. As this width approaches zero, cross‐sectional area and centroid location approach that of the original cross section. Every element is assumed to transition linearly along an offset curve concentric with the baseline to an opposing element upstation or to terminate on a tapered offset curve when an opposing element does not exist. The resulting volume elements are thus curvilinear wedges or frustums of wedges. Linear, circular, and Cornu spiral baseline (clothoidal spline) components are accommodated by the method. Numerical examples show excellent agreement with exact results even when the mass components are not prismoidal. A general formula for the volume of a curvilinear mass component and a new, high‐precision, prismoidal curvature‐correction technique are also presented.
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      Finite‐Element Volumes

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    contributor authorThomas G. Davis
    date accessioned2017-05-08T21:01:22Z
    date available2017-05-08T21:01:22Z
    date copyrightAugust 1994
    date issued1994
    identifier other%28asce%290733-9453%281994%29120%3A3%2894%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35726
    description abstractThe finite‐element‐volumes method is a new earthwork volumes technique quite unlike conventional methods. The algorithm provides automatic curvature and prismoidal correction using ordinarily available cross‐section data in conjunction with horizontal baseline geometry. The cross sections are approximated as a series of rectangular elements of equal, user‐specified width. As this width approaches zero, cross‐sectional area and centroid location approach that of the original cross section. Every element is assumed to transition linearly along an offset curve concentric with the baseline to an opposing element upstation or to terminate on a tapered offset curve when an opposing element does not exist. The resulting volume elements are thus curvilinear wedges or frustums of wedges. Linear, circular, and Cornu spiral baseline (clothoidal spline) components are accommodated by the method. Numerical examples show excellent agreement with exact results even when the mass components are not prismoidal. A general formula for the volume of a curvilinear mass component and a new, high‐precision, prismoidal curvature‐correction technique are also presented.
    publisherAmerican Society of Civil Engineers
    titleFinite‐Element Volumes
    typeJournal Paper
    journal volume120
    journal issue3
    journal titleJournal of Surveying Engineering
    identifier doi10.1061/(ASCE)0733-9453(1994)120:3(94)
    treeJournal of Surveying Engineering:;1994:;Volume ( 120 ):;issue: 003
    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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