prikaz prve stranice dokumenta Behaviour of Steel Tubular Knee Joint in Aluminium Frames with Tension-Tie Element
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Behaviour of Steel Tubular Knee Joint in Aluminium Frames with Tension-Tie Element
Applied sciences (Basel), 11(1)70 (2021); 1-18. https://doi.org/10.3390/app11010070
Skejić, Davor; Čudina, Ivan; Garašić, Ivica; Mazzolani, Federico

Institucijski repozitorij: Repozitorij Građevinskog fakulteta Sveučilišta u Zagrebu

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Skejić, D., Čudina, I., Garašić, I. i Mazzolani, F. (2021). Behaviour of Steel Tubular Knee Joint in Aluminium Frames with Tension-Tie Element. Applied sciences (Basel), 11(1)70., 1-18. doi: 10.3390/app11010070

Skejić, Davor, et al. "Behaviour of Steel Tubular Knee Joint in Aluminium Frames with Tension-Tie Element." Applied sciences (Basel), vol. 11(1)70, 2021, str. 1-18. https://doi.org/10.3390/app11010070

Skejić, Davor, Ivan Čudina, Ivica Garašić i Federico Mazzolani. "Behaviour of Steel Tubular Knee Joint in Aluminium Frames with Tension-Tie Element." Applied sciences (Basel) 11(1)70 (2021): 1-18. https://doi.org/10.3390/app11010070

Skejić, D., et al. (2021) 'Behaviour of Steel Tubular Knee Joint in Aluminium Frames with Tension-Tie Element', Applied sciences (Basel), 11(1)70, str. 1-18. doi: 10.3390/app11010070

Skejić D, Čudina I, Garašić I, Mazzolani F. Behaviour of Steel Tubular Knee Joint in Aluminium Frames with Tension-Tie Element. Applied sciences (Basel) [Internet]. 2021. [pristupljeno 28.11.2024.];11(1)70:1-18. doi: 10.3390/app11010070

D. Skejić, I. Čudina, I. Garašić i F. Mazzolani, "Behaviour of Steel Tubular Knee Joint in Aluminium Frames with Tension-Tie Element", Applied sciences (Basel), vol. 11(1)70, str. 1-18, 2021. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:237:321423. [Citirano: 28.11.2024.]

Za citiranje koristite ovu mrežnu adresu: https://urn.nsk.hr/urn:nbn:hr:237:321423
Podaci o radu
Naslov (engleski)Behaviour of Steel Tubular Knee Joint in Aluminium Frames with Tension-Tie Element
AutorDavor Skejić
AutorIvan Čudina
AutorIvica Garašić
AutorFederico Mazzolani
Autorova ustanovaSveučilište u Zagrebu
Građevinski fakultet
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Sažetak (engleski)
Aluminium portal frames with a tension tie element are a commonly used type of aluminium structure. Due to the significant reduction in aluminium’s mechanical properties caused by welding, typical beam to column joints of such frames are formed using bolts and welded steel knee joints embedded in the structure. Expressions for the reliable assessment of the behaviour of such joints are lacking, thus limiting the use of aluminium portal frames. Although the behaviour of steel joints using hollow sections is well investigated, there are only a small number of studies regarding knee joints, none of which investigate the influence of the tie element on the joint behaviour. Therefore, the first stage of the research is focused on the flexural behaviour of steel knee joints with tension tie elements. Laboratory tests of three identical steel knee joints with a tension tie element were conducted as well as a parametric numerical study with variation of tie element stiffness. It was concluded that different stiffnesses of the tie element have little influence on moment–rotation behaviour of the knee joint, but greatly affect overall frame resistance to vertical loads. It was also concluded that different stiffnesses of the tie element can lead to different failure modes of the knee joint as well.
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Izvorni znanstveni rad
Status objaveObjavljen
Vrsta recenzijeRecenziran - međunarodna recenzija
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov časopisaApplied sciences (Basel)
Brojčani podacivol. 11(1)70, str. 1-18
e-ISSN2076-3417
DOIhttps://doi.org/10.3390/app11010070
URN:NBNurn:nbn:hr:237:321423
Datum objave publikacije2021
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Zaštićeno autorskim pravom.
Datum i vrijeme pohrane2024-09-04 18:00:17