Experimental and analytical study of the thermo-mechanical behaviour of textile-reinforced concrete (TRC) at elevated temperatures: Role of discontinuous short glass fibres

•Thermomechanical behaviour of two glass-fibre TRC at elevated temperatures (from 20 °C to 600 °C).•Evolution of the mechanical characteristics of TRC as a function of temperature.•Positive effect of short glass fibres on the ultimate strength, stiffness and resistance to cracking of TRC.•Analytical modelling of the thermo-mechanical properties of TRC.•Prediction of the thermo-mechanical properties of TRC using Gibson and Bisby calibrated models.