Che et al., 2012 - Google Patents
Compressive performances of the concrete filled circular CFRP-steel tube (C-CFRP-CFST)Che et al., 2012
View PDF- Document ID
- 15324192974926274202
- Author
- Che Y
- Wang Q
- Shao Y
- Publication year
- Publication venue
- Advanced Steel Construction
External Links
Snippet
This paper presents the results of axial compressive tests of the concrete filled circular CFRP- steel tubular (C-CFRP-CFST) stub columns. The test results showed that the CFRP jackets enhanced the load bearing capacity of the stub columns effectively. Enhancement of the …
- 229910000831 Steel 0 title abstract description 147
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Che et al. | Compressive performances of the concrete filled circular CFRP-steel tube (C-CFRP-CFST) | |
| Han et al. | Tests on cyclic performance of FRP–concrete–steel double-skin tubular columns | |
| Ostrowski et al. | Compressive behaviour of concrete-filled carbon fiber-reinforced polymer steel composite tube columns made of high performance concrete | |
| Li | Experimental study of FRP confined concrete cylinders | |
| Raza et al. | Prediction of axial compressive strength for FRP-confined concrete compression members | |
| Tao et al. | Behaviour of fire-exposed concrete-filled steel tubular beam columns repaired with CFRP wraps | |
| Al-Mekhlafi et al. | Behavior of eccentrically loaded concrete-filled stainless steel tubular stub columns confined by CFRP composites | |
| Wang et al. | Effect of corner radius on the performance of CFRP-confined square concrete columns: Test | |
| Wang et al. | Static behavior of axially compressed square concrete filled CFRP-steel tubular (S-CF-CFRP-ST) columns with moderate slenderness | |
| Tao et al. | Compressive and flexural behaviour of CFRP-repaired concrete-filled steel tubes after exposure to fire | |
| Wang et al. | Compression performance of FRP-steel composite tube-confined ultrahigh-performance concrete (UHPC) columns | |
| Al Zand et al. | Rehabilitation and strengthening of high-strength rectangular CFST beams using a partial wrapping scheme of CFRP sheets: Experimental and numerical study | |
| Miao et al. | Eccentric compression behavior of concrete-filled steel tube columns strengthened by CFRP/steel strip | |
| Wang et al. | Flexural performances of square concrete filled CFRP-steel tubes (S-CF-CFRP-ST) | |
| Wang et al. | Flexural performance of circular concrete filled CFRP-steel tubes | |
| Wang et al. | Mechanical behaviour of concrete filled double skin steel tubular stub columns confined by FRP under axial compression | |
| Wang et al. | Static behavior of axially compressed circular concrete filled CFRP-steel tubular (C-CF-CFRP-ST) columns with moderate slenderness ratio | |
| Yan et al. | Slender CFST columns strengthened with textile-reinforced engineered cementitious composites under axial compression | |
| Wang et al. | Torsional capacity of concrete-filled steel tube columns circumferentially confined by CFRP | |
| Djerrad et al. | Experimental and FEM analysis of AFRP strengthened short and long steel tube under axial compression | |
| Malik et al. | Carbon Fiber-Reinforced Polymer Confined Reactive Powder Concrete Columns--Experimental Investigation. | |
| Chen et al. | Mechanical performance of ocean concrete-filled circular CFRP-steel tube columns under axial compression | |
| Huang et al. | Flexural resistance and deformation behaviour of CFRP-ULCC-steel sandwich composite structures | |
| Yang et al. | Flexural behavior of high strength concrete filled square steel tube with inner CFRP circular tube | |
| Lu et al. | Axial compressive performance of RC columns strengthened with prestressed CFRP fabric combined with UHPC jacket |