| contributor author | Chai H. Yoo | |
| contributor author | Byung H. Choi | |
| contributor author | Elizabeth M. Ford | |
| date accessioned | 2017-05-08T20:58:02Z | |
| date available | 2017-05-08T20:58:02Z | |
| date copyright | June 2001 | |
| date issued | 2001 | |
| identifier other | %28asce%290733-9445%282001%29127%3A6%28705%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33631 | |
| description abstract | This paper presents an optimum design of longitudinal stiffeners for box-girder compression flanges. The buckling behavior of longitudinally stiffened compression flanges has drawn considerable interest from early pioneers of theoretical mechanics, as illustrated by Timoshenko and Gere and Bleich. The longitudinally stiffened compression plate structural members generally render an economical structure by efficiently proportioning the material to resist the induced compressive stresses. This study presents results that are based on 3D finite-element analysis of several hundred hypothetical compression flange models stiffened by varying numbers of longitudinal stiffeners with realistic dimensions. The thickness of the compression flange | |
| publisher | American Society of Civil Engineers | |
| title | Stiffness Requirements for Longitudinally Stiffened Box-Girder Flanges | |
| type | Journal Paper | |
| journal volume | 127 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2001)127:6(705) | |
| tree | Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 006 | |
| contenttype | Fulltext | |
