prikaz prve stranice dokumenta Behaviour of Steel Tubular Knee Joint in Aluminium Frames with Tension-Tie Element
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Scientific paper - Original scientific paper
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

Institutional repository: Repository of the Faculty of Civil Engineering, University of Zagreb

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Skejić, D., Čudina, I., Garašić, 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, pp. 1-18. https://doi.org/10.3390/app11010070

Skejić, Davor, Ivan Čudina, Ivica Garašić and 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, pp. 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 [cited 2024 November 28];11(1)70:1-18. doi: 10.3390/app11010070

D. Skejić, I. Čudina, I. Garašić and F. Mazzolani, "Behaviour of Steel Tubular Knee Joint in Aluminium Frames with Tension-Tie Element", Applied sciences (Basel), vol. 11(1)70, pp. 1-18, 2021. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:237:321423. [Accessed: 28 November 2024]

Metadata
Title (english)Behaviour of Steel Tubular Knee Joint in Aluminium Frames with Tension-Tie Element
AuthorDavor Skejić
AuthorIvan Čudina
AuthorIvica Garašić
AuthorFederico Mazzolani
Author's institutionUniversity of Zagreb
Faculty of Civil Engineering
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract (english)
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.
Keywords (english)
Languageenglish
Publication typeScientific paper - Original scientific paper
Publication statusPublished
Peer reviewPeer review - international
Publication versionPublished version
Journal titleApplied sciences (Basel)
Numberingvol. 11(1)70, pp. 1-18
e-ISSN2076-3417
DOIhttps://doi.org/10.3390/app11010070
URN:NBNurn:nbn:hr:237:321423
Publication2021
Type of resourceText
Access conditionsOpen access
Terms of useLicence In copyright icon
Created on2024-09-04 18:00:17