| contributor author | Carlos Mota | |
| contributor author | Sandee Alminar | |
| contributor author | Dagmar Svecova | |
| date accessioned | 2017-05-08T21:30:52Z | |
| date available | 2017-05-08T21:30:52Z | |
| date copyright | June 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%291090-0268%282006%2910%3A3%28183%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54367 | |
| description abstract | The design of fiber-reinforced polymer reinforced concrete (FRP-RC) is typically governed by serviceability limit state requirements rather than ultimate limit state requirements as conventional reinforced concrete is. Thus, a method is needed that can predict the expected service load deflections of fiber-reinforced polymer (FRP) reinforced members with a reasonably high degree of accuracy. Nine methods of deflection calculation, including methods used in | |
| publisher | American Society of Civil Engineers | |
| title | Critical Review of Deflection Formulas for FRP-RC Members | |
| type | Journal Paper | |
| journal volume | 10 | |
| journal issue | 3 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)1090-0268(2006)10:3(183) | |
| tree | Journal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 003 | |
| contenttype | Fulltext | |
