| contributor author | Hassan H. Abbas | |
| contributor author | Richard Sause | |
| contributor author | Robert G. Driver | |
| date accessioned | 2017-05-08T22:40:57Z | |
| date available | 2017-05-08T22:40:57Z | |
| date copyright | August 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%290733-9399%282006%29132%3A8%28806%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/86287 | |
| description abstract | A theoretical formulation of the linear elastic in-plane and torsional behavior of corrugated web I-girders under in-plane loads is presented. A typical corrugated web steel I-girder consists of two steel flanges welded to a corrugated steel web. Under a set of simplifying assumptions, the equilibrium of an infinitesimal length of a corrugated web I-girder is studied, and the cross-sectional stresses and stress resultants due to primary bending moment and shear are deduced. The analysis shows that a corrugated web I-girder will twist out-of-plane simultaneously as it deflects in-plane under the action of in-plane loads. In the paper, the in-plane bending behavior is analyzed using conventional beam theory, whereas the out-of-plane torsional behavior is analyzed as a flange transverse bending problem. The results for a simply supported span subjected to a uniformly distributed load are presented. Finally, finite element analysis results are presented and compared to the theoretical results for validation. | |
| publisher | American Society of Civil Engineers | |
| title | Behavior of Corrugated Web I-Girders under In-Plane Loads | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 8 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(2006)132:8(806) | |
| tree | Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 008 | |
| contenttype | Fulltext | |
