Modern moment resisting timber connections – theory and numerical modelling

Arkadiusz Leśko

Abstract

The paper relates to innovative solutions of the moment resisting timber connections. Solutions based on traditional connectors (screws, rivets), and modern connectors (glued in rods, rigid inset) are presented on the basis of literature. Summary of a number of conclusions ensuing from the experimental studies is enclosed Spatial models called a "beam to beam” connection, based on the glued in bars were created. A comparative analysis of the models based on two types of the material: isotropic and orthotropic wood was done. Finite element model based on Abaqus is studied.
Author Arkadiusz Leśko WIL
Arkadiusz Leśko,,
- Faculty of Civil Engineering
Journal seriesProcedia Engineering, ISSN 1877-7058
Issue year2016
Vol153
Pages400-406
Publication size in sheets0.5
ConferenceXXV Polish – Russian – Slovak Seminar “Theoretical Foundation of Civil Engineering", 11-07-2016 - 16-07-2016, Zilina, Słowacja
Keywords in PolishFEM
Keywords in Englishconnection; fabric; timber; modeling, finite element method
DOIDOI:10.1016/j.proeng.2016.08.140
Languageen angielski
File
Leśko A.pdf (file archived - login or check accessibility on faculty) Leśko A.pdf 550.94 KB
Score (nominal)15
ScoreMinisterial score = 15.0, 28-11-2017, ArticleFromJournalAndMatConf
Ministerial score (2013-2016) = 15.0, 28-11-2017, ArticleFromJournalAndMatConf
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