| contributor author | J. A. Loya | |
| contributor author | G. Vadillo | |
| contributor author | J. Fernández-Sáez | |
| date accessioned | 2017-05-08T21:43:16Z | |
| date available | 2017-05-08T21:43:16Z | |
| date copyright | May 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29em%2E1943-7889%2E0000112.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/60552 | |
| description abstract | In this work, closed-form expressions for the buckling loads of a weakened column with different boundary conditions are presented. The cracked-column model is based on the well-known method consisting of dividing the column into two segments connected by a rotational linear spring whose flexibility is related to the crack size and the geometry of the cross section. For the formulation of closed-form expressions, the perturbation method is used and the results are compared with those found by directly solving the eigenvalue problem. | |
| publisher | American Society of Civil Engineers | |
| title | First-Order Solutions for the Buckling Loads of Euler-Bernoulli Weakened Columns | |
| type | Journal Paper | |
| journal volume | 136 | |
| journal issue | 5 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)EM.1943-7889.0000103 | |
| tree | Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 005 | |
| contenttype | Fulltext | |