Numerical modeling of lateral-torsional buckling of steel I-beams under fire conditions - Comparison with eurocode 3

Journal of Fire Protection Engineering

Volumn 11, Issue 2, 2001, Pages 112-115

  Vila Real, Paulo M M ^a   Franssen, Jean Marc ^b  

^a UNIVERSITY OF AVEIRO   (Portugal)

^b UNIVERSITY OF LIÈGE   (Belgium)

Author keywords

Eurocode 3; Fire; ISO 834; Lateral torsional buckling; New proposal; Numerical modeling

Indexed keywords

BUCKLING; COMPUTER SIMULATION; FINITE ELEMENT METHOD; FIRE PROTECTION; TORSIONAL STRESS;

LATERAL-TORSIONAL BUCKLING;

STEEL BEAMS AND GIRDERS;

EID: 0034974884     PISSN: 10423915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (15)

1. Eurocode 3, design of steel structures, Part 1, general rules and rules for buildings, background documentation
2. The lateral-torsional buckling of unrestrained steel beams in fire
3. Modelling of the Residual Stresses Influence in the Behaviour of Hot-Rolled Profiles under Fire Conditions
4. The unloading of building materials submitted to fire
5. Stability of steel columns in case of fire: Numerical modelling
6. A simple model for fire resistance of axially-loaded members according to Eurocode 3
7. A simple model for fire resistance of axially-loaded members - Comparison with experimental results