Evaluating Pull-Out Behavior of Timber Connections: A Comparison of Dowelled Joints and Axially Loaded Screws

Evaluating Pull-Out Behavior of Timber Connections: A Comparison of Dowelled Joints and Axially Loaded Screws

This study examines the pull-out behavior of timber elements connected using dowelled joints (type 1) and axially loaded screws (type 2), focusing on numerical predictions and experimental validation under various conditions. Different screw diameters, configurations, material properties, and corros...

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Bibliographic Details
Main Authors: Haksung Lee, Man-Kwon Choi, Bo-Seong Seo, Young-Seok Cho, Byung-Joo Kim
Format: Article
Language:English
Published: MDPI AG 2024-10-01
Series:Buildings
Subjects:
timber connections
pull-out behavior
dowelled joints
axially loaded screws
finite volume method (FVM)
Eurocode 5
Online Access:https://www.mdpi.com/2075-5309/14/11/3369
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https://www.mdpi.com/2075-5309/14/11/3369

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