Secondary Warping of Thin‐Walled BeamsSource: Journal of Engineering Mechanics:;1983:;Volume ( 109 ):;issue: 002Author:Toma Leko
DOI: 10.1061/(ASCE)0733-9399(1983)109:2(639)Publisher: American Society of Civil Engineers
Abstract: Secondary warping, as introduced by Wagner, overestimates the stiffness of thin-walled beams in buckling. This is particularly pronounced in beams with cross-sectional shapes consisting of thin rectangular elements which intersect at a common point. For illustration a beam of a cruciform cross-section is analyzed.
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| contributor author | Toma Leko | |
| date accessioned | 2017-05-08T22:04:43Z | |
| date available | 2017-05-08T22:04:43Z | |
| date copyright | April 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9399%281983%29109%3A2%28639%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/70597 | |
| description abstract | Secondary warping, as introduced by Wagner, overestimates the stiffness of thin-walled beams in buckling. This is particularly pronounced in beams with cross-sectional shapes consisting of thin rectangular elements which intersect at a common point. For illustration a beam of a cruciform cross-section is analyzed. | |
| publisher | American Society of Civil Engineers | |
| title | Secondary Warping of Thin‐Walled Beams | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 2 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1983)109:2(639) | |
| tree | Journal of Engineering Mechanics:;1983:;Volume ( 109 ):;issue: 002 | |
| contenttype | Fulltext |