| contributor author | L. Bizindavyi | |
| contributor author | K. W. Neale | |
| contributor author | M. A. Erki | |
| date accessioned | 2017-05-08T21:30:33Z | |
| date available | 2017-05-08T21:30:33Z | |
| date copyright | May 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%291090-0268%282003%297%3A2%28127%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54173 | |
| description abstract | The strengthening of reinforced concrete structures by means of externally bonded fiber reinforced polymers (FRPs) is becoming an attractive technique for upgrading existing structures. Although previous laboratory investigations have shown that the bending capacities of beams can be increased considerably with this strengthening technique, premature failure by debonding of the FRP reinforcement can often limit its effectiveness. To gain insight into debonding phenomena, various experimental and analytical investigations of the behavior of bonded FRP-to-concrete joints have been carried out. However, such studies have generally been limited to monotonic (“static”) loading conditions. In this paper, we present results from an experimental investigation of bonded FRP-to-concrete joints under | |
| publisher | American Society of Civil Engineers | |
| title | Experimental Investigation of Bonded Fiber Reinforced Polymer-Concrete Joints under Cyclic Loading | |
| type | Journal Paper | |
| journal volume | 7 | |
| journal issue | 2 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)1090-0268(2003)7:2(127) | |
| tree | Journal of Composites for Construction:;2003:;Volume ( 007 ):;issue: 002 | |
| contenttype | Fulltext | |
