| contributor author | Michèle Thériault | |
| contributor author | Brahim Benmokrane | |
| date accessioned | 2017-05-08T21:30:16Z | |
| date available | 2017-05-08T21:30:16Z | |
| date copyright | February 1998 | |
| date issued | 1998 | |
| identifier other | %28asce%291090-0268%281998%292%3A1%287%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/53993 | |
| description abstract | Corrosion of the steel reinforcement in a cold and saline environment leads to the overall deterioration of reinforced concrete structures. To avoid such deterioration, fiber-reinforced polymers (FRP) rebars are used in place of steel reinforcement. In the present paper, test results of 12 concrete beams reinforced with FRP rods are reported. The main parameters investigated in the study include the reinforcement ratio and the concrete strength. Theoretical models are proposed for the prediction of crack width, crack spacing, load-deflection response, ultimate capacity, and modes of failure. The concept of deformability is also discussed. | |
| publisher | American Society of Civil Engineers | |
| title | Effects of FRP Reinforcement Ratio and Concrete Strength on Flexural Behavior of Concrete Beams | |
| type | Journal Paper | |
| journal volume | 2 | |
| journal issue | 1 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)1090-0268(1998)2:1(7) | |
| tree | Journal of Composites for Construction:;1998:;Volume ( 002 ):;issue: 001 | |
| contenttype | Fulltext | |