TY  - JOUR
AU  - Tekić, Žikica
AU  - Kozarić, Ljiljana
AU  - Vojnić Purčar, Martina
AU  - Lukić, Snježan
PY  - 2019
UR  - https://raf.arh.bg.ac.rs/handle/123456789/783
AB  - This paper presents results of the experimental determination of the load-bearing capacity
of structural timber connections realized by nail metal connector plates as a function of nail
location, length and diameter. Three different diameters of the nails have been used, specifically
2.0, 2.5, and 3.1 mm. The length of the metal nails in connectors has been determined after the
detailed analysis, and kept at 20 mm during the experimental research. Nails distribution over
the connector plate is such that it forms the series of equilateral triangles, so that a side of the
triangle equals five times the diameter of the nails used. Preceding the testing, and while using
the above listed parameters certain analysis has been done. In order to experimentally determine
the load-bearing capacity of the nail metal connectors, the penetration depth, i.e. the length of
the nails has been kept constant, while using three different nail diameters. The testing has been
done on multiple samples in the accordance with Eurocode 5.
AB  - U radu je prikazano eksperimentalno određivanje nosivosti veza ostvarenih ekserastim metalnim konekterima, u funkciji položaja, dužine i prečnika eksera. Ekserasti konekteri koji su podvrgnuti ispitivanju su napravljeni upotrebom eksera dužine 20 mm, prečnika 2.0 mm, 2.5 mm i 3.1 mm. Raspored eksera po površini metalne ploče konektera je takav da oni formiraju mrežu jednakostraničnih trouglova, gde je dužina stranice trougla jednaka petostrukoj vrednosti prečnika eksera. U skladu sa navedenim parametrima, urađene su određene analize koje su prethodile eksperimentalnom ispitivanju. Eksperimentom su utvrđene nosivosti ekserastog metalnog konektera, upotrebom tri različita prečnika eksera, ali iste dužine, odnosno iste dubine zabijanja eksera u drvo. Eksperiment je izveden na više uzoraka, u skladu sa Evrokodom 5.
PB  - Statny Drevarsky Vyskumny Ustav
T2  - Wood Research
T1  - Load-bearing capacity of metal connector plates depending on location and geometry of the nail
T1  - Nosivost metalnоg konektera u zavisnosti od položaja i geometrije eksera
VL  - 64
IS  - 4
SP  - 677
EP  - 690
UR  - https://hdl.handle.net/21.15107/rcub_raf_783
ER  - 

@article{
author = "Tekić, Žikica and Kozarić, Ljiljana and Vojnić Purčar, Martina and Lukić, Snježan",
year = "2019",
abstract = "This paper presents results of the experimental determination of the load-bearing capacity
of structural timber connections realized by nail metal connector plates as a function of nail
location, length and diameter. Three different diameters of the nails have been used, specifically
2.0, 2.5, and 3.1 mm. The length of the metal nails in connectors has been determined after the
detailed analysis, and kept at 20 mm during the experimental research. Nails distribution over
the connector plate is such that it forms the series of equilateral triangles, so that a side of the
triangle equals five times the diameter of the nails used. Preceding the testing, and while using
the above listed parameters certain analysis has been done. In order to experimentally determine
the load-bearing capacity of the nail metal connectors, the penetration depth, i.e. the length of
the nails has been kept constant, while using three different nail diameters. The testing has been
done on multiple samples in the accordance with Eurocode 5., U radu je prikazano eksperimentalno određivanje nosivosti veza ostvarenih ekserastim metalnim konekterima, u funkciji položaja, dužine i prečnika eksera. Ekserasti konekteri koji su podvrgnuti ispitivanju su napravljeni upotrebom eksera dužine 20 mm, prečnika 2.0 mm, 2.5 mm i 3.1 mm. Raspored eksera po površini metalne ploče konektera je takav da oni formiraju mrežu jednakostraničnih trouglova, gde je dužina stranice trougla jednaka petostrukoj vrednosti prečnika eksera. U skladu sa navedenim parametrima, urađene su određene analize koje su prethodile eksperimentalnom ispitivanju. Eksperimentom su utvrđene nosivosti ekserastog metalnog konektera, upotrebom tri različita prečnika eksera, ali iste dužine, odnosno iste dubine zabijanja eksera u drvo. Eksperiment je izveden na više uzoraka, u skladu sa Evrokodom 5.",
publisher = "Statny Drevarsky Vyskumny Ustav",
journal = "Wood Research",
title = "Load-bearing capacity of metal connector plates depending on location and geometry of the nail, Nosivost metalnоg konektera u zavisnosti od položaja i geometrije eksera",
volume = "64",
number = "4",
pages = "677-690",
url = "https://hdl.handle.net/21.15107/rcub_raf_783"
}

Tekić, Ž., Kozarić, L., Vojnić Purčar, M.,& Lukić, S.. (2019). Load-bearing capacity of metal connector plates depending on location and geometry of the nail. in Wood Research
Statny Drevarsky Vyskumny Ustav., 64(4), 677-690.
https://hdl.handle.net/21.15107/rcub_raf_783

Tekić Ž, Kozarić L, Vojnić Purčar M, Lukić S. Load-bearing capacity of metal connector plates depending on location and geometry of the nail. in Wood Research. 2019;64(4):677-690.
https://hdl.handle.net/21.15107/rcub_raf_783 .

Tekić, Žikica, Kozarić, Ljiljana, Vojnić Purčar, Martina, Lukić, Snježan, "Load-bearing capacity of metal connector plates depending on location and geometry of the nail" in Wood Research, 64, no. 4 (2019):677-690,
https://hdl.handle.net/21.15107/rcub_raf_783 .

TY  - JOUR
AU  - Tekić, Žikica
AU  - Nenadović, Aleksandra
AU  - Đorđević, Saša M.
AU  - Lukić, Snježan
PY  - 2018
UR  - https://raf.arh.bg.ac.rs/handle/123456789/309
AB  - This paper deals with the results of experimental determination of load-bearing capacity of structural timber connections realized by nail metal connector plates, in the function of nail to steel plate connection rigidity. In the first group of test samples, the nails are embedded in pre-drilled holes in the steel plate. In the second group, the nails are embedded in pre-drilled holes and then the head of nail is welded to steel plate by its circumference. The main originality of the study is reflected in the achievement of rigidity of the connection of nails and the sleet plate, that is, in provision of rotation resistance, which leads to the plastic hinge formation at the surface of the steel plate, and thus to the increase of connection ductility. The study showed to what extent the degree of nail-to-plate connection rigidity affects the load-bearing capacity of structural timber member connections. Experimental testing was conducted in accordance with the provisions of Eurocode 5.
PB  - Statny Drevarsky Vyskumny Ustav
T2  - Wood Research
T1  - Nail metal connector plate - load-bearing capacity of connector in function of nail-to-plate connection rigidity
VL  - 63
IS  - 1
SP  - 85
EP  - 95
UR  - https://hdl.handle.net/21.15107/rcub_raf_309
ER  - 

@article{
author = "Tekić, Žikica and Nenadović, Aleksandra and Đorđević, Saša M. and Lukić, Snježan",
year = "2018",
abstract = "This paper deals with the results of experimental determination of load-bearing capacity of structural timber connections realized by nail metal connector plates, in the function of nail to steel plate connection rigidity. In the first group of test samples, the nails are embedded in pre-drilled holes in the steel plate. In the second group, the nails are embedded in pre-drilled holes and then the head of nail is welded to steel plate by its circumference. The main originality of the study is reflected in the achievement of rigidity of the connection of nails and the sleet plate, that is, in provision of rotation resistance, which leads to the plastic hinge formation at the surface of the steel plate, and thus to the increase of connection ductility. The study showed to what extent the degree of nail-to-plate connection rigidity affects the load-bearing capacity of structural timber member connections. Experimental testing was conducted in accordance with the provisions of Eurocode 5.",
publisher = "Statny Drevarsky Vyskumny Ustav",
journal = "Wood Research",
title = "Nail metal connector plate - load-bearing capacity of connector in function of nail-to-plate connection rigidity",
volume = "63",
number = "1",
pages = "85-95",
url = "https://hdl.handle.net/21.15107/rcub_raf_309"
}

Tekić, Ž., Nenadović, A., Đorđević, S. M.,& Lukić, S.. (2018). Nail metal connector plate - load-bearing capacity of connector in function of nail-to-plate connection rigidity. in Wood Research
Statny Drevarsky Vyskumny Ustav., 63(1), 85-95.
https://hdl.handle.net/21.15107/rcub_raf_309

Tekić Ž, Nenadović A, Đorđević SM, Lukić S. Nail metal connector plate - load-bearing capacity of connector in function of nail-to-plate connection rigidity. in Wood Research. 2018;63(1):85-95.
https://hdl.handle.net/21.15107/rcub_raf_309 .

Tekić, Žikica, Nenadović, Aleksandra, Đorđević, Saša M., Lukić, Snježan, "Nail metal connector plate - load-bearing capacity of connector in function of nail-to-plate connection rigidity" in Wood Research, 63, no. 1 (2018):85-95,
https://hdl.handle.net/21.15107/rcub_raf_309 .