Flexural Response of Concrete Beams Prestressed with AFRP Tendons: Numerical InvestigationSource: Journal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 006Author:Yail J. Kim
DOI: 10.1061/(ASCE)CC.1943-5614.0000128Publisher: American Society of Civil Engineers
Abstract: This paper presents the flexure of concrete beams prestressed with aramid fiber-reinforced polymer (AFRP) tendons. Three-dimensional nonlinear finite-element analysis and iterative sectional analysis are conducted to predict the behavior of AFRP-prestressed members, including experimental validation. The beams are simply supported and monotonically loaded until failure occurs. The sectional properties of the beams include a reinforcement ratio of 0.15% to 0.36% and an
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| contributor author | Yail J. Kim | |
| date accessioned | 2017-05-08T21:36:13Z | |
| date available | 2017-05-08T21:36:13Z | |
| date copyright | December 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29cc%2E1943-5614%2E0000131.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/57246 | |
| description abstract | This paper presents the flexure of concrete beams prestressed with aramid fiber-reinforced polymer (AFRP) tendons. Three-dimensional nonlinear finite-element analysis and iterative sectional analysis are conducted to predict the behavior of AFRP-prestressed members, including experimental validation. The beams are simply supported and monotonically loaded until failure occurs. The sectional properties of the beams include a reinforcement ratio of 0.15% to 0.36% and an | |
| publisher | American Society of Civil Engineers | |
| title | Flexural Response of Concrete Beams Prestressed with AFRP Tendons: Numerical Investigation | |
| type | Journal Paper | |
| journal volume | 14 | |
| journal issue | 6 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)CC.1943-5614.0000128 | |
| tree | Journal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 006 | |
| contenttype | Fulltext |