| contributor author | John Minor | |
| contributor author | Clinton Woodward | |
| date accessioned | 2017-05-08T21:24:35Z | |
| date available | 2017-05-08T21:24:35Z | |
| date copyright | February 1996 | |
| date issued | 1996 | |
| identifier other | %28asce%291084-0702%281996%291%3A1%2834%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50343 | |
| description abstract | An unexpected, but explainable, web buckle occurred during the field testing of the I-40 bridge over the Rio Grande in Albuquerque, N.M. The three-span continuous steel plate-girder bridge had a defect (physical cut) introduced at the midpoint of one of the center span girders that led to the buckle. The buckle can be attributed to the bending stress being released during the imposition of the defect into the plate girder, which in turn created a vertical compressive stress in the web sufficient to buckle the web. Classical buckling and strength of materials equations are utilized to explain the observed phenomenon. A finite-element model supports the deduction. | |
| publisher | American Society of Civil Engineers | |
| title | Web Buckle at I-40 Bridge Test | |
| type | Journal Paper | |
| journal volume | 1 | |
| journal issue | 1 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(1996)1:1(34) | |
| tree | Journal of Bridge Engineering:;1996:;Volume ( 001 ):;issue: 001 | |
| contenttype | Fulltext | |
