| contributor author | C. M. Wang | |
| date accessioned | 2017-05-08T22:28:18Z | |
| date available | 2017-05-08T22:28:18Z | |
| date copyright | January 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9399%281990%29116%3A1%28234%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/81152 | |
| description abstract | The paper investigates the elastic buckling of heavy rotating columns under an axial load using the Rayleigh-Ritz energy approach. Accurate formulas to predict the buckling capacities of the columns are presented. Moreover, it is shown that this problem is similar to both the stability problem of continuously restrained columns and the free vibration problem of columns due to their similar form of the total energy functional. The formulas obtained can thus be used, with a minor modification, to furnish the solutions to these latter problems. The results for special cases of the formulas are checked and verified by known solutions. | |
| publisher | American Society of Civil Engineers | |
| title | Elastic Stability of Heavy Rotating Columns | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 1 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1990)116:1(234) | |
| tree | Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 001 | |
| contenttype | Fulltext | |
