Add to ORKGIn 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
In steel fiber reinforced composites materials, fiber and matrix are bonded together through a weak...
The addition of metallic fibres in concrete is a widely used technique to increase its resistance to...
Fibre-reinforced concrete (FRC) has been used as a structural material for many years, mainly in tun...
Summary: In this work an analytical model for obtaining the local bond stress-slip relationship of h...
The experimental results of hooked-end steel fibers pullout tests on a self-compacting concrete med...
An accurate one-dimensional analytical model for simulating the pullout process of synthetic fibres ...
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 purpose of this investigation was to study bond in steel fiber-reinforced cementitious composite...
When steel fibre reinforced concrete (SFRC) is subjected to bending or uni-axial tension, the crack ...
It is well known that fibers improve the performance of cementitious composites by acting as bridgin...
By adding fibres to concrete mix the objective is to bridge discrete cracks providing for some contr...
AbstractAn accurate one-dimensional analytical model for simulating the pullout process of synthetic...
The residual post-cracking tensile strength of conventional steel fibre reinforced concrete is direc...
This thesis is concerned with developing an effective and comprehensive method to simulate pull-out ...
In steel fiber reinforced composites materials, fiber and matrix are bonded together through a weak...
The addition of metallic fibres in concrete is a widely used technique to increase its resistance to...
Fibre-reinforced concrete (FRC) has been used as a structural material for many years, mainly in tun...
Summary: In this work an analytical model for obtaining the local bond stress-slip relationship of h...
The experimental results of hooked-end steel fibers pullout tests on a self-compacting concrete med...
An accurate one-dimensional analytical model for simulating the pullout process of synthetic fibres ...
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 purpose of this investigation was to study bond in steel fiber-reinforced cementitious composite...
When steel fibre reinforced concrete (SFRC) is subjected to bending or uni-axial tension, the crack ...
It is well known that fibers improve the performance of cementitious composites by acting as bridgin...
By adding fibres to concrete mix the objective is to bridge discrete cracks providing for some contr...
AbstractAn accurate one-dimensional analytical model for simulating the pullout process of synthetic...
The residual post-cracking tensile strength of conventional steel fibre reinforced concrete is direc...
This thesis is concerned with developing an effective and comprehensive method to simulate pull-out ...
In steel fiber reinforced composites materials, fiber and matrix are bonded together through a weak...
The addition of metallic fibres in concrete is a widely used technique to increase its resistance to...
Fibre-reinforced concrete (FRC) has been used as a structural material for many years, mainly in tun...