| contributor author | Mitsuru Ito | |
| contributor author | Kiyotaka Fujiwara | |
| contributor author | Kenji Okazaki | |
| date accessioned | 2017-05-08T20:54:14Z | |
| date available | 2017-05-08T20:54:14Z | |
| date copyright | July 1991 | |
| date issued | 1991 | |
| identifier other | %28asce%290733-9445%281991%29117%3A7%281929%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/31162 | |
| description abstract | The elastic‐plastic behavior and ultimate strength of test beams with U‐shaped holes in the top part of the web are experimentally investigated. Nine welded, built‐up, simply supported beams with three different ratios of web depth to height of the U‐shaped holes are tested under one concentrated load. The test results are compared with analytical results based on the finite element method, the beam theory, and the ultimate strength method, taking account of Vierendeel action. The predictions of the bending stresses, the shearing stresses, and the ultimate strength for such beams is obtained with comparatively good accuracy. | |
| publisher | American Society of Civil Engineers | |
| title | Ultimate Strength of Beams with U‐Shaped Holes in Top of Web | |
| type | Journal Paper | |
| journal volume | 117 | |
| journal issue | 7 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1991)117:7(1929) | |
| tree | Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 007 | |
| contenttype | Fulltext | |