Test of the tensile load capacity of a timber structure joint with an inserted nail plate

25th International Conference and Meeting of Departments, CONSTRUMAT 2019

Schmid, P.^1 ; Dank, P.^1 ; Rozsypalová, I.^1 ; Plaek, V.^2

Brno University of Technology, Faculty of Civil Engineering, Veveí 331/95, Brno

602 00, Czech Republic^1

Ostrava Branch, Technical and Test Institute for Construction Prague, SOE (TZÚS Praha, S. P.), U Studia 14, Ostrava

700 30, Czech Republic^2

关键词: Displacement transducer;    Metal plates;    Nail plate;    Tensile forces;    Tensile loads;    Timber structures;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/549/1/012035/pdf
DOI  :  10.1088/1757-899X/549/1/012035

来源: IOP

【 摘 要 】

The aim of this paper was to determine the axial tensile load capacity of timber structure elements with inserted metal plates with welded nails. The tests were performed on three specimens in the laboratory of the AdMaS centre of the Faculty of Civil Engineering, Brno University of Technology. The tensile force was applied on the specimen by increasing the force up to the specimen failure. The inductive displacement transducers continuously measured the displacement of the inserted joint plates with regard to timber prisms. The tensile load-bearing capacity of the tested joint was determined at 205.0 kN. Due to the advantages, the tested joints with inserted nail plates seem to be appropriate for joining suitable timber elements.