| contributor author | B. W. Schafer | |
| contributor author | T. Peköz | |
| date accessioned | 2017-05-08T20:56:56Z | |
| date available | 2017-05-08T20:56:56Z | |
| date copyright | October 1998 | |
| date issued | 1998 | |
| identifier other | %28asce%290733-9445%281998%29124%3A10%281175%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32860 | |
| description abstract | A new procedure for calculating the effective width of stiffened elements with multiple longitudinal intermediate stiffeners is presented. The method determines the critical stress for distortional buckling of the entire stiffened element as a unit, and local buckling of the subelement plates between stiffeners. Approximate expressions for calculating distortional buckling are verified via comparison to numerical methods. The effective width of the element is determined using Winter's equation based on the governing buckling stress. Reduced postbuckling capacity in the distortional mode is considered. Comparison to experimental data and numerical analysis shows the resulting method is a reliable predictor of the flexural capacity of cold-formed steel members with multiple longitudinal intermediate stiffeners in the compression flange. | |
| publisher | American Society of Civil Engineers | |
| title | Cold-Formed Steel Members with Multiple Longitudinal Intermediate Stiffeners | |
| type | Journal Paper | |
| journal volume | 124 | |
| journal issue | 10 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1998)124:10(1175) | |
| tree | Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 010 | |
| contenttype | Fulltext | |
