| contributor author | Izhak Sheinman | |
| date accessioned | 2017-05-08T22:24:15Z | |
| date available | 2017-05-08T22:24:15Z | |
| date copyright | March 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290733-9399%281989%29115%3A3%28659%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/79830 | |
| description abstract | The cylindrical buckling load of a composite laminated column is derived from plate theory. The effect of lamina orientation is taken into account by treating the stiffness parameter as a matrix product rather than as a single value drawn from the definition of the elastic coefficients. This refined stiffness parameter leads to significant improvement of the buckling load, depending on the stacking combination and orientation. | |
| publisher | American Society of Civil Engineers | |
| title | Cylindrical Buckling Load of Laminated Columns | |
| type | Journal Paper | |
| journal volume | 115 | |
| journal issue | 3 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1989)115:3(659) | |
| tree | Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 003 | |
| contenttype | Fulltext | |
