fire resistance; steel; column; simple model; design equation
Abstract :
[en] New buckling curves have been developed for axialy loaded steel members subjected to fire. The model is based on extensive numerical simulations calibrated on several dozens of full scale experimental test results. This model has been subsequently included in Eurocode 3.
Disciplines :
Civil engineering
Author, co-author :
Franssen, Jean-Marc ; Université de Liège - ULiège > Département Argenco : Secteur SE > Ingénierie du feu
Schleich, Jean-Baptiste
Cajot, Louis-Guy; ArcelorMittal
Language :
English
Title :
A Simple Model for the Fire Resistance of Axially-Loaded Members According to Eurocode 3
Kruppa, Law, Twilt Eurocode No. 3. Design of Steel Structures. Part 10: Structural Fire Design, Commission of the European Communities, Draft; 1990.
.
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Franssen (1990) The unloading of building materials submitted to fire. Fire Safety J. 16:213-227.
EN 10025 Hot Rolled Products of Non-alloy Structural Steels: Technical Delivery Conditions, CEN; 1990.
ENV 1993-1-1 Eurocode 3: Design of Steel Structures. Part 1.1: General Rules and Rules for Buildings, CEN; 1992.
ARBED Sale Programme. Structural Shapes, ARBED, Luxembourg; 1993.
Eurocode on Actions on Structures. Chapter 20: Actions on Structures Exposed to Fire, Commission of the European Communities, Draft; 1990.
