| contributor author | Thomas Vincent | |
| contributor author | Togay Ozbakkaloglu | |
| date accessioned | 2017-05-08T22:07:37Z | |
| date available | 2017-05-08T22:07:37Z | |
| date copyright | February 2015 | |
| date issued | 2015 | |
| identifier other | 30077535.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/71859 | |
| description abstract | Concrete-filled fiber reinforced polymer (FRP) tubes (CFFTs) have received significant research attention over the last two decades, with recent experimental studies identifying significant benefits of CFFTs filled with high-strength concretes (HSC). However, many test parameters of high-strength CFFTs, such as specimen slenderness, remain experimentally limited. This paper presents an experimental investigation on the axial compressive behavior of 33 monotonically loaded circular normal-strength and high-strength CFFTs (NSCFFTs and HSCFFTs). The influence of specimen slenderness is investigated on test specimens with height-to-diameter ratios ( | |
| publisher | American Society of Civil Engineers | |
| title | Influence of Slenderness on Stress-Strain Behavior of Concrete-Filled FRP Tubes: Experimental Study | |
| type | Journal Paper | |
| journal volume | 19 | |
| journal issue | 1 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)CC.1943-5614.0000489 | |
| tree | Journal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 001 | |
| contenttype | Fulltext | |
