| contributor author | James S. Davidson | |
| contributor author | Scott R. Ballance | |
| contributor author | Chai H. Yoo | |
| date accessioned | 2017-05-08T21:24:46Z | |
| date available | 2017-05-08T21:24:46Z | |
| date copyright | May 2000 | |
| date issued | 2000 | |
| identifier other | %28asce%291084-0702%282000%295%3A2%28165%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50485 | |
| description abstract | Two previous papers by the writers described the buckling and finite-displacement behavior of curved I-girder web panels subjected to pure bending, presented a theoretically pure analytical model, and presented equations that describe the reduction in strength due to curvature. This paper describes the buckling and finite-displacement behavior of curved web panels under combined bending and shear. Unlike straight girder web panels, the addition of shear in curved panels is shown to increase the transverse “bulging” displacement of the web prior to buckling. The accompanying decrease in moment carrying capacity is analyzed in a manner similar to that used for the combined bending and shear nominal strength interaction for straight girder design. Preliminary recommendations are made toward forming design criteria for curved webs. | |
| publisher | American Society of Civil Engineers | |
| title | Behavior of Curved I-Girder Webs Subjected to Combined Bending and Shear | |
| type | Journal Paper | |
| journal volume | 5 | |
| journal issue | 2 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2000)5:2(165) | |
| tree | Journal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 002 | |
| contenttype | Fulltext | |
