Add to ORKGSymmetrical push-through test specimens with two vertical sliding planes, each crossed by one single fibre, were used to investigate the transversal pull-out of hooked-end steel fibres. In this paper, the experimental results are presented and an analytical model to simulate the transversal pull-out behaviour is proposed
Abstract In this paper an elastic–plastic response has been developed to predict the pull-out behavi...
This study is aimed at fully understanding the anchorage mechanisms of steel fibres with novel hook...
The classical test to confirm the performance of a given fibre design for use in reinforced concrete...
Symmetrical push-through test specimens with two vertical sliding planes, each crossed by one single...
The residual post-cracking tensile strength of conventional steel fibre reinforced concrete is direc...
Summary: In this work an analytical model for obtaining the local bond stress-slip relationship of h...
The paper deals with the numerical modelling of hooked steel fibres embedded in high-strength cement...
When steel fibre reinforced concrete (SFRC) is subjected to bending or uni-axial tension, the crack ...
This paper represents an analytical model to predict the influence of the fibre geometry on the pull...
The paper deals with the numerical modelling of hooked steel fibres which are embedded in a high str...
Fibers crossing sliding crack planes have a positive influence on capacity because they can transfer...
A series of experimental pull-out tests consisting of different types of steel fibers with different...
Fibre-reinforced concrete (FRC) has been used as a structural material for many years, mainly in tun...
In this work an analytical model for obtaining the local bond stress-slip relationship of hooked-end...
An experimental investigation into the direct shear behaviour of steel fibre reinforced composites u...
Abstract In this paper an elastic–plastic response has been developed to predict the pull-out behavi...
This study is aimed at fully understanding the anchorage mechanisms of steel fibres with novel hook...
The classical test to confirm the performance of a given fibre design for use in reinforced concrete...
Symmetrical push-through test specimens with two vertical sliding planes, each crossed by one single...
The residual post-cracking tensile strength of conventional steel fibre reinforced concrete is direc...
Summary: In this work an analytical model for obtaining the local bond stress-slip relationship of h...
The paper deals with the numerical modelling of hooked steel fibres embedded in high-strength cement...
When steel fibre reinforced concrete (SFRC) is subjected to bending or uni-axial tension, the crack ...
This paper represents an analytical model to predict the influence of the fibre geometry on the pull...
The paper deals with the numerical modelling of hooked steel fibres which are embedded in a high str...
Fibers crossing sliding crack planes have a positive influence on capacity because they can transfer...
A series of experimental pull-out tests consisting of different types of steel fibers with different...
Fibre-reinforced concrete (FRC) has been used as a structural material for many years, mainly in tun...
In this work an analytical model for obtaining the local bond stress-slip relationship of hooked-end...
An experimental investigation into the direct shear behaviour of steel fibre reinforced composites u...
Abstract In this paper an elastic–plastic response has been developed to predict the pull-out behavi...
This study is aimed at fully understanding the anchorage mechanisms of steel fibres with novel hook...
The classical test to confirm the performance of a given fibre design for use in reinforced concrete...