A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Experimental Study on Bond-Slip Constitutive Relation between CFL and Concrete
Externally bonded reinforcing technique with fiber reinforced polymer (FRP) has been widely used in civil engineering. The performance of the interface between FRP and concrete is one of the key factors affecting the behavior of the strengthened structures. This paper presents a detailed study on the bond-slip mechanism between carbon fiber laminate (CFL) and concrete based on double-shear tests. 8 specimens with different bonded length and width of CFL were tested under static loading. Strain gauges along the CFL face and displacement sensor were used to measure longitudinal strains and slip of the interface. The bond-slip constitutive relation of the interface between CFL and concrete was analyzed with the testing results. Compared with four different bond-slip models, a shear stress-slip model was proposed based on the experimental data.
Experimental Study on Bond-Slip Constitutive Relation between CFL and Concrete
Externally bonded reinforcing technique with fiber reinforced polymer (FRP) has been widely used in civil engineering. The performance of the interface between FRP and concrete is one of the key factors affecting the behavior of the strengthened structures. This paper presents a detailed study on the bond-slip mechanism between carbon fiber laminate (CFL) and concrete based on double-shear tests. 8 specimens with different bonded length and width of CFL were tested under static loading. Strain gauges along the CFL face and displacement sensor were used to measure longitudinal strains and slip of the interface. The bond-slip constitutive relation of the interface between CFL and concrete was analyzed with the testing results. Compared with four different bond-slip models, a shear stress-slip model was proposed based on the experimental data.
Experimental Study on Bond-Slip Constitutive Relation between CFL and Concrete
Applied Mechanics and Materials ; 302 ; 359-364
2013-02-13
6 pages
Article (Journal)
Electronic Resource
English
Bond-slip constitutive relation between BFRP bar and basalt fiber recycled-aggregate concrete
| Springer Verlag | 2015
Bond-slip constitutive relation between BFRP bar and basalt fiber recycled-aggregate concrete
| Online Contents | 2016
Refining bond–slip constitutive relationship between checkered steel tube and concrete
| Online Contents | 2015