This study aimed to evaluate the effect of elevated temperatures on the bond-slip behavior of hooked-end steel fibers. A total of 180 pullout specimens were tested in post-cooling conditions using a double-sided pullout test with multiple embedded fibers for target temperatures between 25 and 750 °C. Results proved that the bond strength significantly increases for temperatures up to 450 °C, and drastically decreases for temperatures of 600 and 750 °C. The contribution of hooks reduced with temperature and is negligible for temperatures higher than 600 °C, while the fiber-matrix frictional interaction seems to improve for all temperatures evaluated. A temperature-sensitive constitutive equation that allows simulating the bond-slip behavior ...
Generally speaking, adding a certain amount of steel fibres to a concrete mixture improves its mecha...
Carbon Fibre Reinforced Polymer (CFRP) is being used as a retrofitting material for different struc...
This paper presents experimental results of the tensile strength decrease of coated Carbon Fiber rov...
The bond-slip mechanisms, associated with the pull-out behaviour of steel fibres embedded in concret...
Many concrete structures are exposed to high temperatures that produce material deterioration involv...
This paper presents the results of an experimental investigation into the effect of elevated tempera...
The performance of steel structures strengthened with externally bonded fiber-reinforced polymer (FR...
Reinforced concrete structural strength depends on the bond between steel rebars and concrete. This ...
In this work an analytical model for obtaining the local bond stress-slip relationship of hooked-end...
This paper presents an experimental study of eight reinforced concrete beams and aims to evaluate th...
This research covers integrated experimental and analytical investigations of the mechanisms that in...
Lightweight aggregate concrete (LWAC) has become increasingly popular due to its lightweight propert...
In this paper, the effects of fiber types and elevated temperatures on compressive strength, modulus...
Glass Fibre Reinforced Polymer (GFRP) bars have been employed as internal reinforcement for concrete...
The investigations on different fibre influences on the compressive strength, the flexural strength ...
Generally speaking, adding a certain amount of steel fibres to a concrete mixture improves its mecha...
Carbon Fibre Reinforced Polymer (CFRP) is being used as a retrofitting material for different struc...
This paper presents experimental results of the tensile strength decrease of coated Carbon Fiber rov...
The bond-slip mechanisms, associated with the pull-out behaviour of steel fibres embedded in concret...
Many concrete structures are exposed to high temperatures that produce material deterioration involv...
This paper presents the results of an experimental investigation into the effect of elevated tempera...
The performance of steel structures strengthened with externally bonded fiber-reinforced polymer (FR...
Reinforced concrete structural strength depends on the bond between steel rebars and concrete. This ...
In this work an analytical model for obtaining the local bond stress-slip relationship of hooked-end...
This paper presents an experimental study of eight reinforced concrete beams and aims to evaluate th...
This research covers integrated experimental and analytical investigations of the mechanisms that in...
Lightweight aggregate concrete (LWAC) has become increasingly popular due to its lightweight propert...
In this paper, the effects of fiber types and elevated temperatures on compressive strength, modulus...
Glass Fibre Reinforced Polymer (GFRP) bars have been employed as internal reinforcement for concrete...
The investigations on different fibre influences on the compressive strength, the flexural strength ...
Generally speaking, adding a certain amount of steel fibres to a concrete mixture improves its mecha...
Carbon Fibre Reinforced Polymer (CFRP) is being used as a retrofitting material for different struc...
This paper presents experimental results of the tensile strength decrease of coated Carbon Fiber rov...