Prediction of the ultimate load-carrying capacity of wooden notched beams with and without reinforcements using a splitting model - Institut de Mécanique et d'Ingénierie de Bordeaux (I2M UMR CNRS 5295) Accéder directement au contenu
Article Dans Une Revue Construction and Building Materials Année : 2020

Prediction of the ultimate load-carrying capacity of wooden notched beams with and without reinforcements using a splitting model

Résumé

The present study proposes a new method to predict the ultimate load bearing capacity of structural notched beams subjected to splitting. Reinforced and unreinforced cases are investigated by using a FE-model for splitting failure. The contribution of mode I and mode II in the crack extension mechanisms is implemented in the numerical model by considering a mixed mode criterion established on the R-curves of wood. The influences of the notch and the reinforcements on the resulting quasi-brittle behaviour is analysed. The FE-prediction are compared to experimental data and the current design rules of the Eurocode 5.

Domaines

Matériaux
Fichier principal
Vignette du fichier
S0950061820335224.pdf (2.86 Mo) Télécharger le fichier
Origine : Fichiers produits par l'(les) auteur(s)

Dates et versions

hal-03480296 , version 1 (03-02-2023)

Licence

Paternité - Pas d'utilisation commerciale

Identifiants

Citer

Edouard Sorin, Jean-Luc Coureau, Myriam Chaplain. Prediction of the ultimate load-carrying capacity of wooden notched beams with and without reinforcements using a splitting model. Construction and Building Materials, 2020, pp.121518. ⟨10.1016/j.conbuildmat.2020.121518⟩. ⟨hal-03480296⟩
9 Consultations
73 Téléchargements

Altmetric

Partager

Gmail Facebook X LinkedIn More