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Finite element analysis of stress and strain distributions in mortise and loose tenon furniture joints

Citation

Derikvand, M and Ebrahimi, G, Finite element analysis of stress and strain distributions in mortise and loose tenon furniture joints, Journal of Forestry Research, 25, (3) pp. 677-681. ISSN 1007-662X (2014) [Refereed Article]

Copyright Statement

Northeast Forestry University and Springer-Verlag Berlin Heidelberg 2014

DOI: doi:10.1007/s11676-014-0507-5

Abstract

We studied the effect of loose tenon dimensions on stress and strain distributions in T-shaped mortise and loose tenon (M<) furniture joints under uniaxial bending loads, and determined the effects of loose tenon length (30, 45, 60, and 90 mm) and loose tenon thickness (6 and 8 mm) on bending moment capacity of M< joints constructed with polyvinyl acetate (PVAc) adhesive. Stress and strain distributions in joint elements were then estimated for each joint using ANSYS finite element (FE) software. The bending moment capacity of joints increased significantly with thickness and length of the tenon. Based on the FE analysis results, under uniaxial bending, the highest shear stress values were obtained in the middle parts of the tenon, while the highest shear elastic strain values were estimated in glue lines between the tenon surfaces and walls of the mortise. Shear stress and shear elastic strain values in joint elements generally increased with tenon dimensions and corresponding bending moment capacities. There was consistency between predicted maximum shear stress values and failure modes of the joints.

Item Details

Item Type:Refereed Article
Keywords:bending moment capacity, failure mode, finite element, furniture, mortise and loose tenon joint; stress and strain distributions
Research Division:Engineering
Research Group:Materials Engineering
Research Field:Timber, Pulp and Paper
Objective Division:Manufacturing
Objective Group:Wood, Wood Products and Paper
Objective Field:Wood Sawing and Veneer
Author:Derikvand, M (Mr Mohammad Derikvand)
ID Code:122599
Year Published:2014
Web of Science® Times Cited:4
Deposited By:Architecture (Discipline)
Deposited On:2017-11-20
Last Modified:2017-12-13
Downloads:0

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