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SCHMID, P. DANĚK, P. ROZSYPALOVÁ, I. PLAČEK, V.
Original Title
Test of the tensile load capacity of a timber structure joint with an inserted nail plate
Type
conference paper
Language
English
Original Abstract
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
Keywords
Test of the tensile load, timber structure
Authors
SCHMID, P.; DANĚK, P.; ROZSYPALOVÁ, I.; PLAČEK, V.
Released
29. 5. 2019
Publisher
IOP Publishing
Location
Bristol
ISBN
1757-8981
Periodical
IOP Conference Series: Materials Science and Engineering
Year of study
549
Number
1
State
United Kingdom of Great Britain and Northern Ireland
Pages from
Pages to
6
Pages count
URL
https://iopscience.iop.org/article/10.1088/1757-899X/549/1/012035/pdf
BibTex
@inproceedings{BUT157353, author="Pavel {Schmid} and Petr {Daněk} and Iva {Čairović} and Vladimír {Plaček}", title="Test of the tensile load capacity of a timber structure joint with an inserted nail plate", booktitle="IOP Conference Series: Materials Science and Engineering", year="2019", journal="IOP Conference Series: Materials Science and Engineering", volume="549", number="1", pages="1--6", publisher="IOP Publishing", address="Bristol", doi="10.1088/1757-899X/549/1/012035", issn="1757-8981", url="https://iopscience.iop.org/article/10.1088/1757-899X/549/1/012035/pdf" }