prikaz prve stranice dokumenta Numerical and Experimental Investigation of Anchor Channels Subjected to Tension Load in Composite Slabs with Profiled Steel Decking
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Numerical and Experimental Investigation of Anchor Channels Subjected to Tension Load in Composite Slabs with Profiled Steel Decking
CivilEng, 3 (2022), 2; 296-315. https://doi.org/10.3390/civileng3020018
Bogdanić, Anton; Casucci, Daniele; Ožbolt, Joško

Institucijski repozitorij: Repozitorij Građevinskog fakulteta Rijeka

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Bogdanić, A., Casucci, D. i Ožbolt, J. (2022). Numerical and Experimental Investigation of Anchor Channels Subjected to Tension Load in Composite Slabs with Profiled Steel Decking. CivilEng, 3. (2), 296-315. doi: 10.3390/civileng3020018

Bogdanić, Anton, et al. "Numerical and Experimental Investigation of Anchor Channels Subjected to Tension Load in Composite Slabs with Profiled Steel Decking." CivilEng, vol. 3, br. 2, 2022, str. 296-315. https://doi.org/10.3390/civileng3020018

Bogdanić, Anton, Daniele Casucci i Joško Ožbolt. "Numerical and Experimental Investigation of Anchor Channels Subjected to Tension Load in Composite Slabs with Profiled Steel Decking." CivilEng 3, br. 2 (2022): 296-315. https://doi.org/10.3390/civileng3020018

Bogdanić, A., Casucci, D. i Ožbolt, J. (2022) 'Numerical and Experimental Investigation of Anchor Channels Subjected to Tension Load in Composite Slabs with Profiled Steel Decking', CivilEng, 3(2), str. 296-315. doi: 10.3390/civileng3020018

Bogdanić A, Casucci D, Ožbolt J. Numerical and Experimental Investigation of Anchor Channels Subjected to Tension Load in Composite Slabs with Profiled Steel Decking. CivilEng [Internet]. 08.04.2022. [pristupljeno 15.11.2024.];3(2):296-315. doi: 10.3390/civileng3020018

A. Bogdanić, D. Casucci i J. Ožbolt, "Numerical and Experimental Investigation of Anchor Channels Subjected to Tension Load in Composite Slabs with Profiled Steel Decking", CivilEng, vol. 3, br. 2, str. 296-315, Travanj 2022. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:157:081426. [Citirano: 15.11.2024.]

Za citiranje koristite ovu mrežnu adresu: https://urn.nsk.hr/urn:nbn:hr:157:081426
Podaci o radu
Naslov (engleski)Numerical and Experimental Investigation of Anchor Channels Subjected to Tension Load in Composite Slabs with Profiled Steel Decking
AutorAnton Bogdanić
MBZ: 365680
AutorDaniele Casucci
AutorJoško Ožbolt
MBZ: 89560
Autorova ustanovaSveučilište u Rijeci
Građevinski fakultet
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Sažetak (engleski)
In curtain wall applications, anchor channels are frequently installed near the edge of composite slabs with profiled steel decking. The complex concrete geometry of these floor slabs affects the capacity of all concrete failure modes, but there are currently no guidelines or investigations available on this topic. The main objective of the present research is to investigate how the position of anchor channels and the complex slab geometry influence the tensile capacity of anchor channels. For this purpose, an extensive numerical parametric study was performed using the 3D nonlinear FE code MASA, which is based on the microplane constitutive model. In order to validate the numerical results, an experimental program was carried out for some of the configurations possible in practice. Based on the results, recommendations are given for the reduction in the tensile capacity of anchor channels in composite slabs with profiled steel decking.
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Izvorni znanstveni rad
Status objaveObjavljen
Vrsta recenzijeRecenziran - međunarodna recenzija
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov časopisaCivilEng
Brojčani podacivol. 3, br. 2, str. 296-315
e-ISSN2673-4109
DOIhttps://doi.org/10.3390/civileng3020018
URN:NBNurn:nbn:hr:157:081426
Datum objave publikacije2022-04-08
ProjektŠifra: RC.2.2.06-0001
Naziv (hrvatski): Razvoj istraživačke infrastrukture na kampusu Sveučilišta u Rijeci
Voditelj: Nevenka Ožanić
Pravna nadležnost: Hrvatska
Financijer: EFRR, MZO
URL dokumentahttps://www.mdpi.com/2673-4109/3/2/18
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Imenovanje 4.0 međunarodna (CC BY 4.0)
Datum i vrijeme pohrane2023-11-13 08:43:49