Add to ORKGIn extensive studies the pullout behaviour of steel fibers has been investigated. This is of major importance as it governs the behaviour of steel fiber reinforced concrete after matrix failure. The tests revealed the influence of fiber-matrix adhesion and clarified the contribution of the fiber geometry to the total stress absorbed by the fiber. ZUSAMMENFASSUN
During the fracture process of steel fiber reinforced high-performance (SFRHPC) concrete fibres are ...
The experimental results of hooked-end steel fibers pullout tests on a self-compacting concrete med...
Reinforcing concrete with steel fibres has been proven being able to improve the properties of concr...
A series of experimental pull-out tests consisting of different types of steel fibers with different...
In steel fiber reinforced composites materials, fiber and matrix are bonded together through a weak ...
This paper presents the results of an experimental study investigating the effects of steel fibers o...
The paper presents analysis and comparison of theoretical models, evaluating the shape of steel fibe...
Betons ir trausls materiāls ar zemu stiprību stiepē, kas sastāda tikai 5-10% no spiedes stiprības. L...
Slurry Infiltrated Fiber Concrete (SIFCON) is a special type of steel fiber-reinforced cement compos...
The aim of this research is to investigate some of the factors which affect the steel fiber-matrix b...
Load Bearing Capacity of Steel Fibers in Concrete was investigated. Numerous pull-out experiments wi...
The residual post-cracking tensile strength of conventional steel fibre reinforced concrete is direc...
A comprehensive experimental program on pullout tests of steel fibers from cement based matrices is ...
Šķiedru betons pēdējo gadu desmitu laikā tiek plaši pielietots un pētīts visā pasaulē. Betona trausl...
The influence of steel fibers in bond strength attributes of fiber reinforced concrete is examined i...
During the fracture process of steel fiber reinforced high-performance (SFRHPC) concrete fibres are ...
The experimental results of hooked-end steel fibers pullout tests on a self-compacting concrete med...
Reinforcing concrete with steel fibres has been proven being able to improve the properties of concr...
A series of experimental pull-out tests consisting of different types of steel fibers with different...
In steel fiber reinforced composites materials, fiber and matrix are bonded together through a weak ...
This paper presents the results of an experimental study investigating the effects of steel fibers o...
The paper presents analysis and comparison of theoretical models, evaluating the shape of steel fibe...
Betons ir trausls materiāls ar zemu stiprību stiepē, kas sastāda tikai 5-10% no spiedes stiprības. L...
Slurry Infiltrated Fiber Concrete (SIFCON) is a special type of steel fiber-reinforced cement compos...
The aim of this research is to investigate some of the factors which affect the steel fiber-matrix b...
Load Bearing Capacity of Steel Fibers in Concrete was investigated. Numerous pull-out experiments wi...
The residual post-cracking tensile strength of conventional steel fibre reinforced concrete is direc...
A comprehensive experimental program on pullout tests of steel fibers from cement based matrices is ...
Šķiedru betons pēdējo gadu desmitu laikā tiek plaši pielietots un pētīts visā pasaulē. Betona trausl...
The influence of steel fibers in bond strength attributes of fiber reinforced concrete is examined i...
During the fracture process of steel fiber reinforced high-performance (SFRHPC) concrete fibres are ...
The experimental results of hooked-end steel fibers pullout tests on a self-compacting concrete med...
Reinforcing concrete with steel fibres has been proven being able to improve the properties of concr...