To Stress-strain Behaviour of Steel Fibre Reinforced Concrete at Elevated Temperature

Abstract

Research of load-bearing systems exposed to fire conditions is an actual topic in civil engineering. Real-size experiments are simulated using various software and computational models in order to predict the structural behaviour, whilst the experiment results serve as an input for appertaining software models and their further application. In the frame of this paper a finite element modelling is described in details together with the gained results and outputs