| contributor author | David Hui | |
| contributor author | I. H. Y. Du | |
| date accessioned | 2017-05-08T23:24:21Z | |
| date available | 2017-05-08T23:24:21Z | |
| date copyright | March, 1987 | |
| date issued | 1987 | |
| identifier issn | 0021-8936 | |
| identifier other | JAMCAV-26277#174_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/102198 | |
| description abstract | This paper deals with the initial postbuckling of antisymmetric cross-ply closed cylindrical shells under torsion. Under the assumptions employed in Koiter’s theory of elastic stability, the structure is imperfection-sensitive in certain intermediate ranges of the reduced-Batdorf parameter (approx. 4 ≤ ZH ≤ 20.0). Due to different material bending-stretching coupling behavior, the (0 deg inside, 90 deg outside) two-layer clamped cylinder is less imperfection sensitive than the (90 deg inside, 0 deg outside) configuration. The increase in torsional buckling load due to a higher value of Young’s moduli ratio is not necessarily accompanied by a higher degree of imperfection-sensitivity. The paper is the first to consider imperfection shape to be identical to the torsional buckling mode and presents concise parameter variations involving the reduced-Batdorf paramter and Young’s moduli ratio. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Initial Postbuckling Behavior of Imperfect, Antisymmetric Cross-Ply Cylindrical Shells Under Torsion | |
| type | Journal Paper | |
| journal volume | 54 | |
| journal issue | 1 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.3172954 | |
| journal fristpage | 174 | |
| journal lastpage | 180 | |
| identifier eissn | 1528-9036 | |
| keywords | Torsion | |
| keywords | Pipes | |
| keywords | Buckling | |
| keywords | Cylinders | |
| keywords | Shapes | |
| keywords | Stability AND Stress | |
| tree | Journal of Applied Mechanics:;1987:;volume( 054 ):;issue: 001 | |
| contenttype | Fulltext | |