| contributor author | Togay Ozbakkaloglu | |
| contributor author | Thomas Vincent | |
| date accessioned | 2017-05-08T21:36:55Z | |
| date available | 2017-05-08T21:36:55Z | |
| date copyright | April 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29cc%2E1943-5614%2E0000413.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/57556 | |
| description abstract | Concrete-filled fiber-reinforced polymer (FRP) tubes (CFFTs) have received significant research attention over the last two decades. However, experimental studies on the behavior of CFFTs filled with high-strength concrete (HSC) remain very limited. This paper presents the results of an experimental study on the axial compressive behavior of 83 monotonically-loaded circular CFFTs. The effects of fiber type, concrete strength, specimen size, and manufacturing method on the compressive behavior of CFFTs were investigated. The CFFTs were manufactured with carbon FRP (CFRP), high-modulus CFRP (HMCFRP), or aramid FRP (AFRP) tubes, and their average unconfined concrete strengths ranged between 34–110 MPa. The diameters of the test specimens ranged from 75–300 mm with all specimens maintaining a | |
| publisher | American Society of Civil Engineers | |
| title | Axial Compressive Behavior of Circular High-Strength Concrete-Filled FRP Tubes | |
| type | Journal Paper | |
| journal volume | 18 | |
| journal issue | 2 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)CC.1943-5614.0000410 | |
| tree | Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 002 | |
| contenttype | Fulltext | |
