| contributor author | J. A. DeRuntz | |
| date accessioned | 2017-05-09T00:14:38Z | |
| date available | 2017-05-09T00:14:38Z | |
| date copyright | December, 1969 | |
| date issued | 1969 | |
| identifier issn | 0021-8936 | |
| identifier other | JAMCAV-25903#750_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/130945 | |
| description abstract | An analysis of bending stresses in flexible cables has been carried out. It has been found that stresses which arise due to fixity at the boundaries or other points of discontinuity, decay in an exponential manner from such boundaries, similar to the edge effect solutions of shell theory. Such a phenomenon makes it possible to analyze a finite cable of sufficient length using solutions which are applicable only to infinite or very long cables. In this way the cumbersome but otherwise exact solutions of the elastica are replaced by much simpler ones of sufficient engineering accuracy. The term “sufficient length” is defined as part of the analysis. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | End Effect Bending Stresses in Cables | |
| type | Journal Paper | |
| journal volume | 36 | |
| journal issue | 4 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.3564766 | |
| journal fristpage | 750 | |
| journal lastpage | 756 | |
| identifier eissn | 1528-9036 | |
| keywords | Cables | |
| keywords | Bending (Stress) | |
| keywords | Shells AND Stress | |
| tree | Journal of Applied Mechanics:;1969:;volume( 036 ):;issue: 004 | |
| contenttype | Fulltext | |
