Behaviour of Steel Fibre Reinforced Concrete Pavements on A Single Fibre Level

Concrete is a popular construction material used all around the globe. It strong in compression and weak tension. To mitigate this tensile weakness, various reinforcement methods have been over years, of these, fibre reinforced concrete (FRC) has gained popularity. Fibres not only improve strength matrix, but also control crack propagation through bridging action. The goal study to investigate long-term behaviour FRC pavements conduction static fatigue meso-scale level tests using different steel fibres. achieve goal, influence geometries embedment angles on pull-out fibres was investigated first. This carried out by examining 60mm Dramix 3D 5D at single level. depth kept constant half length, were tested 0°, 15° 30°. average maximum load, Amax, determined first then 85% Amax value pre-damaged samples. These indicated that an increase angle number hooks leads additional anchorage fibre. Fibre found be dominant failure mechanism for (SFPTs).