Determination of shearing stiffness parameters to design multi-layer spruce beams using welding-through wood dowels

Abstract : This paper presents a methodology to characterize the secant shearing stiffness of welding-through wood dowels used in multi-layer spruce beams. Welding-through wood dowel's stiffness behaviour as well as isostatic multi-layer beams' behaviour were investigated experimentally. These elements are made by a specifically designed machine to guarantee repeatability. A model of finite elements was developed to reproduce the bending behaviour of the beams tested from non-linear connection behaviour. This model is then used to study the influence of parameters such as: layer number, spacing of dowels, load type (concentrated or distributed), strength class and beam span. After a sensibility analysis, a parameterized regression model allows to obtain k (ser) and k (u) fastener secant stiffness in compliance with EN 1995-1 standard to design multi-layer beams in an elastic analytical model way. This model is based on the work by Kreuzinger (1999).
Type de document :
Article dans une revue
European Journal of Wood and Wood Products, Springer Verlag, 2014, 72 (6), pp.721-733. 〈10.1007/s00107-014-0834-4〉
Liste complète des métadonnées

https://hal.univ-lorraine.fr/hal-01597088
Contributeur : Lermab Ul <>
Soumis le : jeudi 28 septembre 2017 - 10:41:26
Dernière modification le : mardi 20 mars 2018 - 10:17:55

Identifiants

Collections

Citation

Stéphane Girardon, Charles Barthram, Ludovic Resch, Jean-François Bocquet, Pascal Triboulot. Determination of shearing stiffness parameters to design multi-layer spruce beams using welding-through wood dowels. European Journal of Wood and Wood Products, Springer Verlag, 2014, 72 (6), pp.721-733. 〈10.1007/s00107-014-0834-4〉. 〈hal-01597088〉

Partager

Métriques

Consultations de la notice

19