| contributor author | F. Shahabian | |
| contributor author | T. M. Roberts | |
| date accessioned | 2017-05-08T20:57:37Z | |
| date available | 2017-05-08T20:57:37Z | |
| date copyright | March 2000 | |
| date issued | 2000 | |
| identifier other | %28asce%290733-9445%282000%29126%3A3%28316%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33359 | |
| description abstract | A series of tests has been conducted on 12 short-span, slender steel-plate girders to investigate the ultimate resistance of the web panels to shear loading, patch loading, and combined shear-and-patch loading. Failure of web panels subjected to shear loading occurred in a typical shear-sway mode, while failure of web panels subjected to patch loading occurred in a typical web-crippling mode. Failure of web panels subjected to combined shear-and-patch loading occurred in a combination of shear-sway and web-crippling modes. All the web panels tested exhibited reasonably stable postpeak load behavior. Theoretical predictions of ultimate shear and patch resistance, based on existing ultimate limit-state theories, show close correlation with the test data presented. Analysis of the test results for combined shear-and-patch loading indicates significant interaction between the two forms of loading. An interaction formula for this combined loading is proposed that shows satisfactory correlation with the presented test data. | |
| publisher | American Society of Civil Engineers | |
| title | Combined Shear-and-Patch Loading of Plate Girders | |
| type | Journal Paper | |
| journal volume | 126 | |
| journal issue | 3 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2000)126:3(316) | |
| tree | Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 003 | |
| contenttype | Fulltext | |
