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    Funicular Polyhedra

    Source: Journal of Applied Mechanics:;1963:;volume( 030 ):;issue: 002::page 219
    Author:
    L. W. McKeehan
    DOI: 10.1115/1.3636515
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The funicular polyhedron, the three-dimensional figure bounded by the links of a net supported at some of its knots (nodes), is treated theoretically by a new method in two stages. A geometrically allowable figure, with assumed coordinates of all supported nodes and of some others, is first computed consistently with the postulate that all the links are inextensible. The necessary vertical supporting forces at all nodes and horizontal forces at the supported nodes first specified, are then computed consistently with the postulate that the links are rigid and that their weights are supported equally at both ends without friction. Here additional vertical forces at nodes may be assumed at pleasure to simulate net-supported loads. Finally, vertical forces at nodes not meant to be supported are reduced in absolute magnitude, eventually to negligible values, by repeated small changes in their coordinates as assumed or computed in the first stage. There is some discussion of simple net types, and numerical examples of symmetrical funicular polyhedra of relatively few meshes are worked out precisely.
    keyword(s): Force , Friction , Symmetry (Physics) AND Stress ,
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      Funicular Polyhedra

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    https://yetl.yabesh.ir/yetl1/handle/yetl/93345
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    contributor authorL. W. McKeehan
    date accessioned2017-05-08T23:08:49Z
    date available2017-05-08T23:08:49Z
    date copyrightJune, 1963
    date issued1963
    identifier issn0021-8936
    identifier otherJAMCAV-25708#219_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/93345
    description abstractThe funicular polyhedron, the three-dimensional figure bounded by the links of a net supported at some of its knots (nodes), is treated theoretically by a new method in two stages. A geometrically allowable figure, with assumed coordinates of all supported nodes and of some others, is first computed consistently with the postulate that all the links are inextensible. The necessary vertical supporting forces at all nodes and horizontal forces at the supported nodes first specified, are then computed consistently with the postulate that the links are rigid and that their weights are supported equally at both ends without friction. Here additional vertical forces at nodes may be assumed at pleasure to simulate net-supported loads. Finally, vertical forces at nodes not meant to be supported are reduced in absolute magnitude, eventually to negligible values, by repeated small changes in their coordinates as assumed or computed in the first stage. There is some discussion of simple net types, and numerical examples of symmetrical funicular polyhedra of relatively few meshes are worked out precisely.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleFunicular Polyhedra
    typeJournal Paper
    journal volume30
    journal issue2
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3636515
    journal fristpage219
    journal lastpage224
    identifier eissn1528-9036
    keywordsForce
    keywordsFriction
    keywordsSymmetry (Physics) AND Stress
    treeJournal of Applied Mechanics:;1963:;volume( 030 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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