Shear Buckling of Bars
| contributor author | G. Herrmann | |
| contributor author | A. E. Armenàkas | |
| date accessioned | 2017-05-09T00:54:30Z | |
| date available | 2017-05-09T00:54:30Z | |
| date copyright | September, 1960 | |
| date issued | 1960 | |
| identifier issn | 0021-8936 | |
| identifier other | JAMCAV-25555#455_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/150277 | |
| description abstract | It is shown that a perfectly straight bar, subjected to a state of uniform shear stress, will buckle, in a manner similar to a column under compression, if the shear stress exceeds a certain critical value. The buckling equations are obtained by the Newtonian approach and also by the application of the principle of minimum potential energy. In order to provide additional insight into this buckling mechanism, a simple model is introduced and analyzed. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Shear Buckling of Bars | |
| type | Journal Paper | |
| journal volume | 27 | |
| journal issue | 3 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.3644023 | |
| journal fristpage | 455 | |
| journal lastpage | 457 | |
| identifier eissn | 1528-9036 | |
| keywords | Shear (Mechanics) | |
| keywords | Buckling | |
| keywords | Stress | |
| keywords | Potential energy | |
| keywords | Compression | |
| keywords | Equations AND Mechanisms | |
| tree | Journal of Applied Mechanics:;1960:;volume( 027 ):;issue: 003 | |
| contenttype | Fulltext |
