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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Scientific paper - Original scientific paper
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

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Bogdanić, A., Casucci, D. & 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, no. 2, 2022, pp. 296-315. https://doi.org/10.3390/civileng3020018

Bogdanić, Anton, Daniele Casucci and Joško Ožbolt. "Numerical and Experimental Investigation of Anchor Channels Subjected to Tension Load in Composite Slabs with Profiled Steel Decking." CivilEng 3, no. 2 (2022): 296-315. https://doi.org/10.3390/civileng3020018

Bogdanić, A., Casucci, D. and Ožbolt, J. (2022) 'Numerical and Experimental Investigation of Anchor Channels Subjected to Tension Load in Composite Slabs with Profiled Steel Decking', CivilEng, 3(2), pp. 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]. 2022 April 08 [cited 2024 December 31];3(2):296-315. doi: 10.3390/civileng3020018

A. Bogdanić, D. Casucci and J. Ožbolt, "Numerical and Experimental Investigation of Anchor Channels Subjected to Tension Load in Composite Slabs with Profiled Steel Decking", CivilEng, vol. 3, no. 2, pp. 296-315, April 2022. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:157:081426. [Accessed: 31 December 2024]

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Metadata
Title (english)Numerical and Experimental Investigation of Anchor Channels Subjected to Tension Load in Composite Slabs with Profiled Steel Decking
AuthorAnton Bogdanić
MBZ: 365680
AuthorDaniele Casucci
AuthorJoško Ožbolt
MBZ: 89560
Author's institutionUniversity of Rijeka
Faculty of Civil Engineering
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract (english)
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.
Keywords (english)
Languageenglish
Publication typeScientific paper - Original scientific paper
Publication statusPublished
Peer reviewPeer review - international
Publication versionPublished version
Journal titleCivilEng
Numberingvol. 3, no. 2, pp. 296-315
e-ISSN2673-4109
DOIhttps://doi.org/10.3390/civileng3020018
URN:NBNurn:nbn:hr:157:081426
Publication2022-04-08
ProjectNumber: RC.2.2.06-0001
Title (croatian): Razvoj istraživačke infrastrukture na kampusu Sveučilišta u Rijeci
Leader: Nevenka Ožanić
Jurisdiction: Croatia
Document URLhttps://www.mdpi.com/2673-4109/3/2/18
Type of resourceText
Access conditionsOpen access
Terms of useLicence Attribution 4.0 International (CC BY 4.0) icon
Created on2023-11-13 08:43:49