Elastoplastic Buckling of Single Angle ColumnsSource: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 006Author:Guo Chuenmei
DOI: 10.1061/(ASCE)0733-9445(1984)110:6(1391)Publisher: American Society of Civil Engineers
Abstract: A nonlinear, large deformation, finite element analysis is presented for the elastoplastic buckling of thin-walled members with initial imperfection subjected to pressure loading. A combined method of increment and one step Newton-Raphson self-correction is used to trace the nonlinear load-displcement path. Buckling behavior of single angle columns is reported and comparison of computed and test results is given.
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| contributor author | Guo Chuenmei | |
| date accessioned | 2017-05-08T20:51:15Z | |
| date available | 2017-05-08T20:51:15Z | |
| date copyright | June 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9445%281984%29110%3A6%281391%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29328 | |
| description abstract | A nonlinear, large deformation, finite element analysis is presented for the elastoplastic buckling of thin-walled members with initial imperfection subjected to pressure loading. A combined method of increment and one step Newton-Raphson self-correction is used to trace the nonlinear load-displcement path. Buckling behavior of single angle columns is reported and comparison of computed and test results is given. | |
| publisher | American Society of Civil Engineers | |
| title | Elastoplastic Buckling of Single Angle Columns | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1984)110:6(1391) | |
| tree | Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 006 | |
| contenttype | Fulltext |