Add to ORKGSummary: In this work an analytical model for obtaining the local bond stress-slip relationship of hooked-end steel fibres is presented. The mathematical representation of the pullout problem is described and the numerical algorithm of the model is detailed. Furthermore, the performance of the developed model is assessed using results obtained in fibre pullout experimental tests
The objective of this paper is to define a rigorous numerical method to calibrate parameters of a gi...
A theory to characterize the single-fibre-puU-out behaviour of bonded fibrous systems is presented. ...
In this study, a comprehensive approach has been adopted to examine in detail the effect of various ...
In this work an analytical model for obtaining the local bond stress-slip relationship of hooked-end...
Symmetrical push-through test specimens with two vertical sliding planes, each crossed by one single...
The paper deals with the numerical modelling of hooked steel fibres embedded in high-strength cement...
This paper represents an analytical model to predict the influence of the fibre geometry on the pull...
The residual post-cracking tensile strength of conventional steel fibre reinforced concrete is direc...
It is clear that the fiber-to-mortar bond behavior plays a major role on the performance of Textile ...
The main objective of this study is to provide a parametric evaluation of the pull-out work of smoot...
The paper deals with the numerical modelling of hooked steel fibres which are embedded in a high str...
When steel fibre reinforced concrete (SFRC) is subjected to bending or uni-axial tension, the crack ...
A systematic investigation of the effects of silane coatings on steel fibre–mortar interfacial bond ...
AbstractAn accurate one-dimensional analytical model for simulating the pullout process of synthetic...
The purpose of this investigation was to study bond in steel fiber-reinforced cementitious composite...
The objective of this paper is to define a rigorous numerical method to calibrate parameters of a gi...
A theory to characterize the single-fibre-puU-out behaviour of bonded fibrous systems is presented. ...
In this study, a comprehensive approach has been adopted to examine in detail the effect of various ...
In this work an analytical model for obtaining the local bond stress-slip relationship of hooked-end...
Symmetrical push-through test specimens with two vertical sliding planes, each crossed by one single...
The paper deals with the numerical modelling of hooked steel fibres embedded in high-strength cement...
This paper represents an analytical model to predict the influence of the fibre geometry on the pull...
The residual post-cracking tensile strength of conventional steel fibre reinforced concrete is direc...
It is clear that the fiber-to-mortar bond behavior plays a major role on the performance of Textile ...
The main objective of this study is to provide a parametric evaluation of the pull-out work of smoot...
The paper deals with the numerical modelling of hooked steel fibres which are embedded in a high str...
When steel fibre reinforced concrete (SFRC) is subjected to bending or uni-axial tension, the crack ...
A systematic investigation of the effects of silane coatings on steel fibre–mortar interfacial bond ...
AbstractAn accurate one-dimensional analytical model for simulating the pullout process of synthetic...
The purpose of this investigation was to study bond in steel fiber-reinforced cementitious composite...
The objective of this paper is to define a rigorous numerical method to calibrate parameters of a gi...
A theory to characterize the single-fibre-puU-out behaviour of bonded fibrous systems is presented. ...
In this study, a comprehensive approach has been adopted to examine in detail the effect of various ...