| contributor author | László P. Kollár | |
| date accessioned | 2017-05-08T20:58:28Z | |
| date available | 2017-05-08T20:58:28Z | |
| date copyright | September 2002 | |
| date issued | 2002 | |
| identifier other | %28asce%290733-9445%282002%29128%3A9%281202%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33904 | |
| description abstract | Closed form solutions are derived for the buckling loads of unidirectionally loaded rectangular orthotropic plates with (1) free and built-in unloaded edges and (2) free and rotationally restrained unloaded edges. These expressions can be used in the design of local buckling of the flanges of fiber-reinforced plastic beams. The accuracies of the formulas were determined and the usefulness of the formulas was demonstrated by numerical examples. | |
| publisher | American Society of Civil Engineers | |
| title | Buckling of Unidirectionally Loaded Composite Plates with One Free and One Rotationally Restrained Unloaded Edge | |
| type | Journal Paper | |
| journal volume | 128 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2002)128:9(1202) | |
| tree | Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 009 | |
| contenttype | Fulltext | |
