Numerical modelling of steel I-beams with restrained thermal enlongation

Vila Real, Paulo M.M.; Lopes, Nuno; Silva, Luís Simões; Piloto, P.A.G.

http://hdl.handle.net/10198/2155

Use this identifier to reference this record.

Name:	Description:	Size:	Format:
2002_ref_29.pdf		2.48 MB	Adobe PDF	Download

Send Feedback

Authors

Vila Real, Paulo M.M.

Lopes, Nuno

Silva, Luís Simões

Piloto, P.A.G.

Abstract(s)

This paper presents a numerical study of the behavior of steel I-beams with restrained thermal elongation. A geometrical and material non-linear finite element program, specially established for the analysis of structures submitted to finite, has been used to determine the resistance of a beam-column at elevated temperature, using the material properties of Eurocode 3, part 1-2. The numerical results have been compared with those obtained with the Eurocode 3, part 1-2 (1995) and the new version of the same Eurocode (2002).

URI

http://hdl.handle.net/10198/2155

Citation

Vila Real, P.M.M.; Lopes, N.; Silva, L.S; Piloto, P.A.G. (2002). Numerical modelling of steel I-beams with restrained thermal enlongation. COST C12 – Improving Buildins Structural Quality by New Technologies. Timisoara, Roménia.