| contributor author | Peter H. Bischoff | |
| contributor author | Shawn P. Gross | |
| date accessioned | 2017-05-08T21:36:17Z | |
| date available | 2017-05-08T21:36:17Z | |
| date copyright | June 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29cc%2E1943-5614%2E0000167.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/57285 | |
| description abstract | This paper evaluates the benefits of computing deflection with an equivalent moment of inertia based on integration of curvature to account for changes in member stiffness along the span. Results are evaluated for steel and fiber-reinforced polymer reinforced (FRP-reinforced) concrete flexural members with different loading arrangements and support conditions. Closed-form solutions of integrated expressions for deflection are expressed in terms of an | |
| publisher | American Society of Civil Engineers | |
| title | Equivalent Moment of Inertia Based on Integration of Curvature | |
| type | Journal Paper | |
| journal volume | 15 | |
| journal issue | 3 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)CC.1943-5614.0000164 | |
| tree | Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 003 | |
| contenttype | Fulltext | |
