Issue |
MATEC Web Conf.
Volume 196, 2018
XXVII R-S-P Seminar, Theoretical Foundation of Civil Engineering (27RSP) (TFoCE 2018)
|
|
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Article Number | 02047 | |
Number of page(s) | 8 | |
Section | Building Structures | |
DOI | https://doi.org/10.1051/matecconf/201819602047 | |
Published online | 03 September 2018 |
On force distribution in the staple connections of wood based panels with OSB covers
Warsaw University of Technology, Faculty of Civil Engineering, Division of Timber Structures,
ul. Lecha Kaczyńskiego 16,
00-637 Warsaw,
Poland
*
Corresponding author: w.gilewski@il.pw.edu.pl
Prefabricated timber frame structures have been gaining in popularity among the building industry in recent years. The present paper discusses an important aspect of such technologies, which are staple connections of wood based panels with OSB covers. The analysed numerical models indicate a highly non-uniform distribution of forces in staples and show how this phenomenon may be diminished in order to avoid damage of the panels during the transportation and assembly process.
© The Authors, published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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