Pregled bibliografske jedinice broj: 942203
EXPERIMENTAL ANALYSIS OF THE INFLUENCE OF CREEP ON FIRE-EXPOSED STEEL AND ALUMINIUM COLUMNS
EXPERIMENTAL ANALYSIS OF THE INFLUENCE OF CREEP ON FIRE-EXPOSED STEEL AND ALUMINIUM COLUMNS // Structures in Fire - SiF 2018
Belfast, Ujedinjeno Kraljevstvo, 2018. str. 619-624 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 942203 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
EXPERIMENTAL ANALYSIS OF THE INFLUENCE OF CREEP ON FIRE-EXPOSED STEEL AND ALUMINIUM COLUMNS
Autori
Torić, Neno ; Boko, Ivica ; Divić, Vladimir ; Burgess, Ian ; Goreta, Marko
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Structures in Fire - SiF 2018
/ - , 2018, 619-624
Skup
10th International Conference on Structures in Fire
Mjesto i datum
Belfast, Ujedinjeno Kraljevstvo, 06.06.2018. - 08.06.2018
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Steel, aluminium, fire, creep, column, S275JR, EN6082AWT6
Sažetak
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.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
HRZZ-UIP-2014-09-5711 - Utjecaj deformacija od puzanja na nosivost čeličnih i aluminijskih stupova pri djelovanju požara (Column creep) (Torić, Neno, HRZZ - 2014-09) ( CroRIS)
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split
Citiraj ovu publikaciju:
Časopis indeksira:
- Scopus