Original scientific paper

https://doi.org/10.17559/TV-20140331200230

Metal connector plate - experimental determination of plate anchorage capacity

Žikica Tekić orcid.org/0000-0002-9546-1816 ; University of Belgrade, Faculty of Architecture, Bulevar kralja Aleksandra 73, 11000 Beograd, Serbia
Aleksandra Nenadović ; 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
Jefto Terzović ; University of Belgrade, Faculty of Architecture, Bulevar kralja Aleksandra 73, 11000 Beograd, Serbia

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.

Keywords

displacement; joint; limit bearing capacity; metal connector plate; tooth

Hrčak ID:

138098

URI

https://hrcak.srce.hr/138098

Publication date:

22.4.2015.

Article data in other languages: croatian

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