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Metal connector plate - experimental determination of plate anchorage capacity

Metalni konekter - eksperimentalno određivanje nosivosti bočne veze

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2015
tv_22_2015_2_375_381.pdf (5.231Mb)
Authors
Tekić, Žikica
Nenadović, Aleksandra
Đorđević, Saša
Terzović, Jefto
Article (Published version)
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Abstract
This paper demonstrates the results of experimental determination of load bearing capacity of structural timber member connections realized by WOLF and LKVC metal connector plates. Considering the complexity of the connections realized by these modern mechanical fasteners, this paper deals only with plate anchorage capacity (stress in the metal-wood contact). The aim of the conducted experimental study was to determine the metal connector plate anchorage capacity in accordance with the provisions of Eurocode 5 and also to analyse the ratio of the load bearing capacities of these two types of connectors in terms of their geometry. Experimental testing was conducted by loading of multiple samples up to the limit plate anchorage capacity. Discussion of the test results included the analysis of the connection deformation for different levels of load, as well as the mode of reaching the limit plate anchorage capacity. Review of the determined limit plate anchorage capacities, for the ...determined displacements of connection, was given in the conclusion, together with the comment on test results.

U radu je prikazano eksperimentalno određivanje nosivosti veza ostvarenih metalnim konekterima tipa WOLF i LKVC. S obzirom na kompleksnost veza ostvarenih ovim savremenim mehaničkim spojnim sredstvima, predmet rada obuhvata samo nosivost bočne veze (naprezanje u spoju metal-drvo). Cilj sprovedenih eksperimentalnih ispitivanja je bio da se utvrdi nosivost bočne veze ostvarene metalnim konekterima, u skladu sa odredbama Evrokoda 5 i da se paralelno sa tim analizira odnos nosivosti ova dva tipa konektera, sa aspekta njihove geometrije. Eksperimentalno ispitivanje je sprovedeno na više uzoraka, opterećivanjem uzoraka do dostizanja granične nosivosti bočne veze. Diskusija rezultata ispitivanja je obuhvatila analizu pomerljivosti veza za različite nivoe opterećenja, kao i način dostizanja granične nosivosti bočne veze. U zaključku je dat komentar o utvrđenim graničnim nosivostima bočne veze, za određena pomeranja veze, i zauzet je stav po pitanju dobijenih rezultata.
Keywords:
displacement / joint / limit bearing capacity / metal connector plate / tooth
Source:
Tehnicki vjesnik - Technical gazette, 2015, 22, 2, 375-381
Publisher:
  • Slavonski Brod : Faculty of Mechanical Engineering in Slavonski Brod
  • Osijek : Faculty of Electrical Engineering, Computer Science and Information Technology Osijek
  • Osijek : Faculty of Civil Engineering in Osijek

DOI: 10.17559/TV-20140331200230

ISSN: 1330-3651

Scopus: 2-s2.0-84928395064
[ Google Scholar ]
1
URI
https://raf.arh.bg.ac.rs/handle/123456789/782
Collections
  • Publikacije istraživača / Researchers' publications
Institution/Community
Arhitektonski fakultet
TY  - JOUR
AU  - Tekić, Žikica
AU  - Nenadović, Aleksandra
AU  - Đorđević, Saša
AU  - Terzović, Jefto
PY  - 2015
UR  - https://raf.arh.bg.ac.rs/handle/123456789/782
AB  - This paper demonstrates the results of experimental determination of load bearing capacity of structural timber member connections realized by WOLF
and LKVC metal connector plates. Considering the complexity of the connections realized by these modern mechanical fasteners, this paper deals only
with plate anchorage capacity (stress in the metal-wood contact). The aim of the conducted experimental study was to determine the metal connector plate
anchorage capacity in accordance with the provisions of Eurocode 5 and also to analyse the ratio of the load bearing capacities of these two types of
connectors in terms of their geometry. Experimental testing was conducted by loading of multiple samples up to the limit plate anchorage capacity.
Discussion of the test results included the analysis of the connection deformation for different levels of load, as well as the mode of reaching the limit
plate anchorage capacity. Review of the determined limit plate anchorage capacities, for the determined displacements of connection, was given in the
conclusion, together with the comment on test results.
AB  - U radu je prikazano eksperimentalno određivanje nosivosti veza ostvarenih metalnim konekterima tipa WOLF i LKVC. S obzirom na kompleksnost veza ostvarenih ovim savremenim mehaničkim spojnim sredstvima, predmet rada obuhvata samo nosivost bočne veze (naprezanje u spoju metal-drvo). Cilj sprovedenih eksperimentalnih ispitivanja je bio da se utvrdi nosivost bočne veze ostvarene metalnim konekterima, u skladu sa odredbama Evrokoda 5 i da se paralelno sa tim analizira odnos nosivosti ova dva tipa konektera, sa aspekta njihove geometrije. Eksperimentalno ispitivanje je sprovedeno na više uzoraka, opterećivanjem uzoraka do dostizanja granične nosivosti bočne veze. Diskusija rezultata ispitivanja je obuhvatila analizu pomerljivosti veza za različite nivoe opterećenja, kao i način dostizanja granične nosivosti bočne veze. U zaključku je dat komentar o utvrđenim graničnim nosivostima bočne veze, za određena pomeranja veze, i zauzet je stav po pitanju dobijenih rezultata.
PB  - Slavonski Brod : Faculty of Mechanical Engineering in Slavonski Brod
PB  - Osijek : Faculty of Electrical Engineering, Computer Science and Information Technology Osijek
PB  - Osijek : Faculty of Civil Engineering in Osijek
T2  - Tehnicki vjesnik - Technical gazette
T1  - Metal connector plate - experimental determination of plate anchorage capacity
T1  - Metalni konekter - eksperimentalno određivanje nosivosti bočne veze
VL  - 22
IS  - 2
SP  - 375
EP  - 381
DO  - 10.17559/TV-20140331200230
ER  - 
@article{
author = "Tekić, Žikica and Nenadović, Aleksandra and Đorđević, Saša and Terzović, Jefto",
year = "2015",
abstract = "This paper demonstrates the results of experimental determination of load bearing capacity of structural timber member connections realized by WOLF
and LKVC metal connector plates. Considering the complexity of the connections realized by these modern mechanical fasteners, this paper deals only
with plate anchorage capacity (stress in the metal-wood contact). The aim of the conducted experimental study was to determine the metal connector plate
anchorage capacity in accordance with the provisions of Eurocode 5 and also to analyse the ratio of the load bearing capacities of these two types of
connectors in terms of their geometry. Experimental testing was conducted by loading of multiple samples up to the limit plate anchorage capacity.
Discussion of the test results included the analysis of the connection deformation for different levels of load, as well as the mode of reaching the limit
plate anchorage capacity. Review of the determined limit plate anchorage capacities, for the determined displacements of connection, was given in the
conclusion, together with the comment on test results., U radu je prikazano eksperimentalno određivanje nosivosti veza ostvarenih metalnim konekterima tipa WOLF i LKVC. S obzirom na kompleksnost veza ostvarenih ovim savremenim mehaničkim spojnim sredstvima, predmet rada obuhvata samo nosivost bočne veze (naprezanje u spoju metal-drvo). Cilj sprovedenih eksperimentalnih ispitivanja je bio da se utvrdi nosivost bočne veze ostvarene metalnim konekterima, u skladu sa odredbama Evrokoda 5 i da se paralelno sa tim analizira odnos nosivosti ova dva tipa konektera, sa aspekta njihove geometrije. Eksperimentalno ispitivanje je sprovedeno na više uzoraka, opterećivanjem uzoraka do dostizanja granične nosivosti bočne veze. Diskusija rezultata ispitivanja je obuhvatila analizu pomerljivosti veza za različite nivoe opterećenja, kao i način dostizanja granične nosivosti bočne veze. U zaključku je dat komentar o utvrđenim graničnim nosivostima bočne veze, za određena pomeranja veze, i zauzet je stav po pitanju dobijenih rezultata.",
publisher = "Slavonski Brod : Faculty of Mechanical Engineering in Slavonski Brod, Osijek : Faculty of Electrical Engineering, Computer Science and Information Technology Osijek, Osijek : Faculty of Civil Engineering in Osijek",
journal = "Tehnicki vjesnik - Technical gazette",
title = "Metal connector plate - experimental determination of plate anchorage capacity, Metalni konekter - eksperimentalno određivanje nosivosti bočne veze",
volume = "22",
number = "2",
pages = "375-381",
doi = "10.17559/TV-20140331200230"
}
Tekić, Ž., Nenadović, A., Đorđević, S.,& Terzović, J.. (2015). Metal connector plate - experimental determination of plate anchorage capacity. in Tehnicki vjesnik - Technical gazette
Slavonski Brod : Faculty of Mechanical Engineering in Slavonski Brod., 22(2), 375-381.
https://doi.org/10.17559/TV-20140331200230
Tekić Ž, Nenadović A, Đorđević S, Terzović J. Metal connector plate - experimental determination of plate anchorage capacity. in Tehnicki vjesnik - Technical gazette. 2015;22(2):375-381.
doi:10.17559/TV-20140331200230 .
Tekić, Žikica, Nenadović, Aleksandra, Đorđević, Saša, Terzović, Jefto, "Metal connector plate - experimental determination of plate anchorage capacity" in Tehnicki vjesnik - Technical gazette, 22, no. 2 (2015):375-381,
https://doi.org/10.17559/TV-20140331200230 . .

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