FIRE ANALYSIS OF STRENGTH OF THE MESH REINFORCEMENT - MATHEMATICAL MODELS
During urgent interventions after fire or reconstruction works of reinforced buildings, quick assessment of the residual load-bearing capacity has to be done. This paper presents the possibility of assessment of the residual load-bearing capacity of reinforced concrete elements in buildings after the fire, built with different types of steel for reinforcing. There is a special representation of the results of experimental research on mesh reinforcement and different mathematical models which speed up this assessment.