Građevinar, Vol. 64 No. 01., 2012.
Izvorni znanstveni članak
https://doi.org/10.14256/JCE.625.2011
Numerical model for determining fire behaviour of structures
Neno Torić
; Fakultet građevinarstva, arhitekture i geodezije
Alen Harapin
; Fakultet građevinarstva, arhitekture i geodezije
Ivica Boko
; Fakultet građevinarstva, arhitekture i geodezije
Sažetak
A numerical model and computer program for predicting behaviour of structures subjected to fire action are presented in the paper. The nonlinear numerical procedure is conducted in pre-defined time increments. At that, the distribution of temperature is calculated in each increment and, depending on this calculation, material properties and stiffness of the element are corrected, and the static problem is resolved. The efficiency and accuracy of the model and computer program are presented on an example of a simply supported beam.
Ključne riječi
fire load; mechanical properties; numerical model; heat transfer; nonlinear analysis; steel; concrete
Hrčak ID:
79663
URI
Datum izdavanja:
29.2.2012.
Posjeta: 2.735 *