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Original scientific paper

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


Full text: croatian pdf 1.214 Kb

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Full text: english pdf 1.742 Kb

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Abstract

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.

Keywords

fire load; mechanical properties; numerical model; heat transfer; nonlinear analysis; steel; concrete

Hrčak ID:

79663

URI

https://hrcak.srce.hr/79663

Publication date:

29.2.2012.

Article data in other languages: croatian

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