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PERFORMANCE OF DIFFERENT CREEP MODELS IN THE ANALYSIS OF FIRE EXPOSED STEEL MEMBERS (CROSBI ID 628629)

Prilog sa skupa u zborniku | izvorni znanstveni rad | međunarodna recenzija

Torić, Neno ; Sun, Rui Rui ; Burgess, Ian W. PERFORMANCE OF DIFFERENT CREEP MODELS IN THE ANALYSIS OF FIRE EXPOSED STEEL MEMBERS // Applications of Structural Fire Engineering / Wald, František, Burgess, Ian, Jelčić-Rukavina, Marija, Bjegović, Dubravka, Horova, Kamila (ur.). Prag: Czech technical university in Prague, 2015. str. 313-318

Podaci o odgovornosti

Torić, Neno ; Sun, Rui Rui ; Burgess, Ian W.

engleski

PERFORMANCE OF DIFFERENT CREEP MODELS IN THE ANALYSIS OF FIRE EXPOSED STEEL MEMBERS

In order to model the impact of the creep strains on the behaviour of steel in fire, several creep models have been implemented into Vulcan research code. The paper presents verifications of these creep models for fire-exposed steel against transient fire tests of simply supported steel beams with various loading arrangements, including bending combined with axial compression. In addition, a creep-free analysis of the fire tests has been performed using a newly developed creep- free methodology. Creep-free analysis is vital in explicit modelling of steel creep in fire, since most of the available material models of steel in fire were derived from transient coupon tests and inherently included creep associated with the particular heating rates used in the tests.

Fire; finite element; steel; creep; creep-free

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Podaci o prilogu

313-318.

2015.

objavljeno

Podaci o matičnoj publikaciji

Applications of Structural Fire Engineering

Wald, František, Burgess, Ian, Jelčić-Rukavina, Marija, Bjegović, Dubravka, Horova, Kamila

Prag: Czech technical university in Prague

978-80-01-05204-4

2336-7318

Podaci o skupu

4th International Conference Applications of Structural Fire Engineering

predavanje

15.10.2015-16.10.2015

Dubrovnik, Hrvatska

Povezanost rada

Građevinarstvo

Poveznice