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https://doi.org/10.17559/TV-20150416162209

Nail metal connector plate - experimental determination of load-bearing capacity of timber member connections

Žikica Tekić   ORCID icon orcid.org/0000-0002-9546-1816 ; University of Belgrade, Faculty of Architecture, Bulevar kralja Aleksandra 73, 11000 Beograd, Serbia
Saša Đorđević ; University of Belgrade, Faculty of Architecture, Bulevar kralja Aleksandra 73, 11000 Beograd, Serbia
Dušan Tomić ; LKV Centar, Ugrinovačka 270p, 11272 Dobanovci, Beograd, Serbia

Puni tekst: engleski, pdf (2 MB) str. 35-42 preuzimanja: 539* citiraj
APA 6th Edition
Tekić, Ž., Đorđević, S. i Tomić, D. (2017). Nail metal connector plate - experimental determination of load-bearing capacity of timber member connections. Tehnički vjesnik, 24 (1), 35-42. https://doi.org/10.17559/TV-20150416162209
MLA 8th Edition
Tekić, Žikica, et al. "Nail metal connector plate - experimental determination of load-bearing capacity of timber member connections." Tehnički vjesnik, vol. 24, br. 1, 2017, str. 35-42. https://doi.org/10.17559/TV-20150416162209. Citirano 20.10.2019.
Chicago 17th Edition
Tekić, Žikica, Saša Đorđević i Dušan Tomić. "Nail metal connector plate - experimental determination of load-bearing capacity of timber member connections." Tehnički vjesnik 24, br. 1 (2017): 35-42. https://doi.org/10.17559/TV-20150416162209
Harvard
Tekić, Ž., Đorđević, S., i Tomić, D. (2017). 'Nail metal connector plate - experimental determination of load-bearing capacity of timber member connections', Tehnički vjesnik, 24(1), str. 35-42. https://doi.org/10.17559/TV-20150416162209
Vancouver
Tekić Ž, Đorđević S, Tomić D. Nail metal connector plate - experimental determination of load-bearing capacity of timber member connections. Tehnički vjesnik [Internet]. 2017 [pristupljeno 20.10.2019.];24(1):35-42. https://doi.org/10.17559/TV-20150416162209
IEEE
Ž. Tekić, S. Đorđević i D. Tomić, "Nail metal connector plate - experimental determination of load-bearing capacity of timber member connections", Tehnički vjesnik, vol.24, br. 1, str. 35-42, 2017. [Online]. https://doi.org/10.17559/TV-20150416162209
Puni tekst: hrvatski, pdf (2 MB) str. 35-42 preuzimanja: 141* citiraj
APA 6th Edition
Tekić, Ž., Đorđević, S. i Tomić, D. (2017). Ekserasti metalni konekter - eksperimentalno određivanje nosivosti nastavka drvenog štapa. Tehnički vjesnik, 24 (1), 35-42. https://doi.org/10.17559/TV-20150416162209
MLA 8th Edition
Tekić, Žikica, et al. "Ekserasti metalni konekter - eksperimentalno određivanje nosivosti nastavka drvenog štapa." Tehnički vjesnik, vol. 24, br. 1, 2017, str. 35-42. https://doi.org/10.17559/TV-20150416162209. Citirano 20.10.2019.
Chicago 17th Edition
Tekić, Žikica, Saša Đorđević i Dušan Tomić. "Ekserasti metalni konekter - eksperimentalno određivanje nosivosti nastavka drvenog štapa." Tehnički vjesnik 24, br. 1 (2017): 35-42. https://doi.org/10.17559/TV-20150416162209
Harvard
Tekić, Ž., Đorđević, S., i Tomić, D. (2017). 'Ekserasti metalni konekter - eksperimentalno određivanje nosivosti nastavka drvenog štapa', Tehnički vjesnik, 24(1), str. 35-42. https://doi.org/10.17559/TV-20150416162209
Vancouver
Tekić Ž, Đorđević S, Tomić D. Ekserasti metalni konekter - eksperimentalno određivanje nosivosti nastavka drvenog štapa. Tehnički vjesnik [Internet]. 2017 [pristupljeno 20.10.2019.];24(1):35-42. https://doi.org/10.17559/TV-20150416162209
IEEE
Ž. Tekić, S. Đorđević i D. Tomić, "Ekserasti metalni konekter - eksperimentalno određivanje nosivosti nastavka drvenog štapa", Tehnički vjesnik, vol.24, br. 1, str. 35-42, 2017. [Online]. https://doi.org/10.17559/TV-20150416162209

Sažetak
This paper demonstrates the results of experimental determination of load-bearing capacity of structural timber member connections realized by nail metal connector plates which represent a new type of mechanical fasteners in load-bearing timber structures. The application of this type of metal connector should eliminate weakness of the standard metal connector plates produced by sheet perforating and pulling the teeth perpendicular to a sheet plane. The aim of the conducted experimental study was to determine the load-bearing capacity of connections realized by nail metal connector plates, in accordance with the provisions of Eurocode 5. Experimental testing was conducted by loading of multiple samples up to the limit bearing capacity of connection realized by nail metal connector plate. Discussion of the test results included the analysis of the limit bearing capacity of connection for different values of connection displacements, comparison of the obtained results with characteristic load-bearing capacity of standard type of metal connectors and with load-bearing capacity of nails calculated in accordance with limit state theory. Review of the determined limit bearing capacities of realized connections was given in the conclusion, together with the comment on test results, for the purpose of improving the application of metal connectors in modern systems of timber structures.

Ključne riječi
displacement; joint; limit bearing capacity; metal connector plate; nail

Hrčak ID: 174698

URI
https://hrcak.srce.hr/174698

[hrvatski]

Posjeta: 924 *