This paper analyses the influence of steel fibre volume and shear span ratio on the strength of fibre reinforced concrete elements in various states of stress. 36 beams with three different shear spans (a/h = 1, 1,5, and 2 %) and three different fibre volumes (1, 1,5, and 2 %) were tested to examine how these factors influence the behaviour of such elements. Test results suggest that steel fibre volume and shear span can increase load capacity, plasticity and cracking. Experimental research showed that steel fibre volume has different influence at different shear span ratios. Regression analysis of experimental data was carried out and empirical approach showing different effect of these factors was proposed. Furthermore, test results were ...
AbstractThe present study aims at improving the shear and flexural strength of the concrete by the a...
[EN] The shear strength of elements reinforced by fibres is predicted by Codees using formulations g...
This paper reports some recent results of an experimental campaign on Fiber Reinforced Concrete (FRC...
This paper analyses the influence of steel fibre volume and shear span ratio on the strength of fibr...
This paper reports some recent results of an experimental campaign on fibre reinforced concrete (FRC...
An experimental investigation into the effect of steel fibres on the shear strength of concrete bea...
In the design of reinforced concrete structures, strength-based procedures are conventionally adopt...
The raised of extensive research and development on the application of steel fibre inside concrete i...
For shear-critical structural elements where the use of stirrups is not desirable, such as slabs or ...
The structural behaviour of steel-fibre-reinforced concrete beams was studied using non-linear finit...
A series of full-scale axial compression tests was conducted on RC and SFRC columns. The specimens, ...
The shear failure in a concrete beam is a brittle type of failure. The addition of steel fibers in a...
Available research on the use of steel fibres to increase the shear resistance of concrete structure...
Concrete is weak in tension, so steel fibres are added to the concrete members to increase shear cap...
The use of short, randomly distributed fibres in reinforcing concrete has led to improved durability...
AbstractThe present study aims at improving the shear and flexural strength of the concrete by the a...
[EN] The shear strength of elements reinforced by fibres is predicted by Codees using formulations g...
This paper reports some recent results of an experimental campaign on Fiber Reinforced Concrete (FRC...
This paper analyses the influence of steel fibre volume and shear span ratio on the strength of fibr...
This paper reports some recent results of an experimental campaign on fibre reinforced concrete (FRC...
An experimental investigation into the effect of steel fibres on the shear strength of concrete bea...
In the design of reinforced concrete structures, strength-based procedures are conventionally adopt...
The raised of extensive research and development on the application of steel fibre inside concrete i...
For shear-critical structural elements where the use of stirrups is not desirable, such as slabs or ...
The structural behaviour of steel-fibre-reinforced concrete beams was studied using non-linear finit...
A series of full-scale axial compression tests was conducted on RC and SFRC columns. The specimens, ...
The shear failure in a concrete beam is a brittle type of failure. The addition of steel fibers in a...
Available research on the use of steel fibres to increase the shear resistance of concrete structure...
Concrete is weak in tension, so steel fibres are added to the concrete members to increase shear cap...
The use of short, randomly distributed fibres in reinforcing concrete has led to improved durability...
AbstractThe present study aims at improving the shear and flexural strength of the concrete by the a...
[EN] The shear strength of elements reinforced by fibres is predicted by Codees using formulations g...
This paper reports some recent results of an experimental campaign on Fiber Reinforced Concrete (FRC...