| contributor author | Hassan H. Abbas | |
| contributor author | Richard Sause | |
| contributor author | Robert G. Driver | |
| date accessioned | 2017-05-08T21:00:09Z | |
| date available | 2017-05-08T21:00:09Z | |
| date copyright | March 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%290733-9445%282007%29133%3A3%28347%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34996 | |
| description abstract | This paper presents theoretical, experimental, and finite-element analysis results for the linear elastic behavior of corrugated web steel I-girders under in-plane loads. A typical corrugated web steel I-girder consists of two steel flanges welded to a corrugated steel web. Previous research has shown that a corrugated web I-girder under primary moment and shear cannot be analyzed using conventional beam theory alone, and a flange transverse bending analysis is required. A theoretical method, the fictitious load method, is presented herein as an analytical tool for quantifying flange transverse bending in corrugated web I-girders. To validate this method, four-point bending experimental results for a large-scale corrugated web I-girder are presented. The measured flange transverse displacements and flange stresses were in good agreement with the theoretical results especially in regions of constant shear. To gain additional insight, finite- element analysis results for the test girder are presented, and compared to both the experimental and theoretical results. | |
| publisher | American Society of Civil Engineers | |
| title | Analysis of Flange Transverse Bending of Corrugated Web I-Girders under In-Plane Loads | |
| type | Journal Paper | |
| journal volume | 133 | |
| journal issue | 3 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2007)133:3(347) | |
| tree | Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 003 | |
| contenttype | Fulltext | |
