| contributor author | J. G. A. Croll | |
| contributor author | C. P. Ellinas | |
| date accessioned | 2017-05-08T23:19:53Z | |
| date available | 2017-05-08T23:19:53Z | |
| date copyright | September, 1985 | |
| date issued | 1985 | |
| identifier issn | 0195-0738 | |
| identifier other | JERTD2-26406#350_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/99660 | |
| description abstract | A procedure, developed for predicting the elastic-plastic general axisymmetric collapse of stiffened and unstiffened cylinders, is presented. This permits the formulation of reliable lower bounds to collapse loads for any combination of radial pressure and axial loadings, with any prescribed forms and levels of initial geometric imperfection, in a simple, “column-type,” analysis. The approach provides a unified format for the treatment of isotropic and orthotropic cylinder buckling, which is compact and design orientated. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | A Design Formulation for Axisymmetric Collapse of Stiffened and Unstiffened Cylinders | |
| type | Journal Paper | |
| journal volume | 107 | |
| journal issue | 3 | |
| journal title | Journal of Energy Resources Technology | |
| identifier doi | 10.1115/1.3231198 | |
| journal fristpage | 350 | |
| journal lastpage | 355 | |
| identifier eissn | 1528-8994 | |
| keywords | Design | |
| keywords | Collapse | |
| keywords | Cylinders | |
| keywords | Buckling | |
| keywords | Pressure AND Stress | |
| tree | Journal of Energy Resources Technology:;1985:;volume( 107 ):;issue: 003 | |
| contenttype | Fulltext | |