Numerical simulation of the thermal degradation of a timber beam under a fire event using low‐end personal computers: a simplified method
Autor(es) y otros:
Palabra(s) clave:
Fire safety
Structural timber construction
transient thermal simualtion
non-linear thermal dependant properties
timber thermal degradation
Fecha de publicación:
Editorial:
Helena Barros, Carla Ferreira, José M. Adam and Norb Delatte
Descripción física:
Resumen:
In this work, the experimental tests that lead to the values of effective thermal properties for timber shown in Eurocode 5, annex B, have been simulated using Ansys. The simulation was made following two different procedures. In procedure A, convection and radiation fluxes were applied on the exposed surfaces of the structural elements, and the environmental temperature was set according ISO 834-1 curve. In procedure B, a simplified method was used, in which the temperature from ISO 834-1 curve was applied directly on the exposed surfaces of the structural element. The results were compared with each other, with the experimental results, and also with the results from previous researchers. It was concluded that this simplified method can be potentially used when high-end computers are not available and a difference of 8 % in results is acceptable.
In this work, the experimental tests that lead to the values of effective thermal properties for timber shown in Eurocode 5, annex B, have been simulated using Ansys. The simulation was made following two different procedures. In procedure A, convection and radiation fluxes were applied on the exposed surfaces of the structural elements, and the environmental temperature was set according ISO 834-1 curve. In procedure B, a simplified method was used, in which the temperature from ISO 834-1 curve was applied directly on the exposed surfaces of the structural element. The results were compared with each other, with the experimental results, and also with the results from previous researchers. It was concluded that this simplified method can be potentially used when high-end computers are not available and a difference of 8 % in results is acceptable.
Descripción:
International Conference on Recent Advances in Nonlinear Design Resilience and Rehabilitation of Structures, CoRASS 2019 (3rd.2019.Coimbra)