Funicular PolyhedraSource: Journal of Applied Mechanics:;1963:;volume( 030 ):;issue: 002::page 219Author:L. W. McKeehan
DOI: 10.1115/1.3636515Publisher: 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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| contributor author | L. W. McKeehan | |
| date accessioned | 2017-05-08T23:08:49Z | |
| date available | 2017-05-08T23:08:49Z | |
| date copyright | June, 1963 | |
| date issued | 1963 | |
| identifier issn | 0021-8936 | |
| identifier other | JAMCAV-25708#219_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/93345 | |
| description 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. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Funicular Polyhedra | |
| type | Journal Paper | |
| journal volume | 30 | |
| journal issue | 2 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.3636515 | |
| journal fristpage | 219 | |
| journal lastpage | 224 | |
| identifier eissn | 1528-9036 | |
| keywords | Force | |
| keywords | Friction | |
| keywords | Symmetry (Physics) AND Stress | |
| tree | Journal of Applied Mechanics:;1963:;volume( 030 ):;issue: 002 | |
| contenttype | Fulltext |