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EXPERIMENTAL ANALYSIS OF THE INFLUENCE OF CREEP ON FIRE-EXPOSED STEEL AND ALUMINIUM COLUMNS (CROSBI ID 662894)

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

Torić, Neno ; Boko, Ivica ; Divić, Vladimir ; Burgess, Ian ; Goreta, Marko EXPERIMENTAL ANALYSIS OF THE INFLUENCE OF CREEP ON FIRE-EXPOSED STEEL AND ALUMINIUM COLUMNS // Structures in Fire - SiF 2018. 2018. str. 619-624

Podaci o odgovornosti

Torić, Neno ; Boko, Ivica ; Divić, Vladimir ; Burgess, Ian ; Goreta, Marko

engleski

EXPERIMENTAL ANALYSIS OF THE INFLUENCE OF CREEP ON FIRE-EXPOSED STEEL AND ALUMINIUM COLUMNS

The paper presents test results of a study aiming to explore the influence of creep strain on reduction of the load- bearing capacity of fire-exposed steel and aluminium columns. The research focuses on the behaviour of columns made of steel grade S275JR and aluminium grade EN6082AW T6. Two types of high-temperature column tests were conducted in the study: constant-temperature capacity and creep tests. The temperature ranges for both capacity and creep tests are between 400-600°C for steel and 160-300°C for aluminium. The test results have shown that creep can reduce a steel column’s load-bearing capacity, even at 400°C. The influence of creep on load-bearing capacity, without prolonged exposure to high-temperature, can be observed when the axial compressive load is above 87% of the steel column’s axial load capacity. In the case of aluminium, creep starts to develop at approximately 160°C, at which the reduction in load bearing capacity is observed at loads above 88% of the column’s axial load capacity.

Steel, aluminium, fire, creep, column, S275JR, EN6082AWT6

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Podaci o prilogu

619-624.

2018.

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objavljeno

Podaci o matičnoj publikaciji

Structures in Fire - SiF 2018

Podaci o skupu

10th International Conference on Structures in Fire

predavanje

06.06.2018-08.06.2018

Belfast, Ujedinjeno Kraljevstvo

Povezanost rada

Građevinarstvo

Indeksiranost