| contributor author | Paul Seide | |
| contributor author | V. I. Weingarten | |
| date accessioned | 2017-05-09T00:49:34Z | |
| date available | 2017-05-09T00:49:34Z | |
| date copyright | March, 1961 | |
| date issued | 1961 | |
| identifier issn | 0021-8936 | |
| identifier other | JAMCAV-25604#112_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/148611 | |
| description abstract | The stability of circular cylindrical shells under pure bending is investigated by means of Batdorf’s modified Donnell’s equation and the Galerkin method. The results of this investigation have shown that, contrary to the commonly accepted value, the maximum critical bending stress is for all practical purposes equal to the critical compressive stress. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | On the Buckling of Circular Cylindrical Shells Under Pure Bending | |
| type | Journal Paper | |
| journal volume | 28 | |
| journal issue | 1 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.3640420 | |
| journal fristpage | 112 | |
| journal lastpage | 116 | |
| identifier eissn | 1528-9036 | |
| keywords | Buckling | |
| keywords | Circular cylindrical shells | |
| keywords | Compressive stress | |
| keywords | Equations | |
| keywords | Galerkin method | |
| keywords | Stability AND Bending (Stress) | |
| tree | Journal of Applied Mechanics:;1961:;volume( 028 ):;issue: 001 | |
| contenttype | Fulltext | |
