| contributor author | Jurgen Becque | |
| contributor author | Kim J. R. Rasmussen | |
| date accessioned | 2017-05-08T21:58:51Z | |
| date available | 2017-05-08T21:58:51Z | |
| date copyright | November 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%29st%2E1943-541x%2E0000092.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/67937 | |
| description abstract | This paper describes an experimental program carried out at the University of Sydney to study the interaction of local and overall flexural buckling in stainless steel I-columns. The columns were composed of cold-formed back-to-back channels, connected with sheet metal screws. Two stainless steel alloys were considered: austenitic AISI304 and ferritic AISI404. Tests were carried out to determine the material properties. The results reveal nonlinear stress-strain behavior with low proportionality limit, moderate anisotropy, and enhanced strength as a result of cold working. A total of 24 columns were tested under an axial load, applied with a nominal eccentricity of | |
| publisher | American Society of Civil Engineers | |
| title | Experimental Investigation of the Interaction of Local and Overall Buckling of Stainless Steel I-Columns | |
| type | Journal Paper | |
| journal volume | 135 | |
| journal issue | 11 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000051 | |
| tree | Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 011 | |
| contenttype | Fulltext | |
