A Methodology for Optimizing Tenon Geometry Dimensions of Mortise-and-Tenon Joint Wood Products

For a long time, the geometry dimensions of tenons have been designed through empirical methods, which is not beneficial to designers and manufacturers and results in more time spent in construction and a greater amount of waste wood materials. In this study, an optimal methodology of combining fini...

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Main Authors: Wengang Hu, Bingrui Chen
Format: Article
Language:English
Published: MDPI AG 2021-04-01
Series:Forests
Subjects:
FEA
Online Access:https://www.mdpi.com/1999-4907/12/4/478
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spelling doaj-d9b4854154584e00aea2781b7bc082dc2021-04-14T23:02:18ZengMDPI AGForests1999-49072021-04-011247847810.3390/f12040478A Methodology for Optimizing Tenon Geometry Dimensions of Mortise-and-Tenon Joint Wood ProductsWengang Hu0Bingrui Chen1Co-Innovation Center of Efficient Processing and Utilization of Forest Resources, Nanjing Forestry University, Nanjing 210037, ChinaDepartment of Furniture Design, College of Furnishings and Industrial Design, Nanjing Forestry University, Nanjing 210037, ChinaFor a long time, the geometry dimensions of tenons have been designed through empirical methods, which is not beneficial to designers and manufacturers and results in more time spent in construction and a greater amount of waste wood materials. In this study, an optimal methodology of combining finite element analysis (FEA) with response surface method (RSM) was proposed to investigate the effect of tenon geometric dimensions (length, width, and thickness) on withdrawal and bending load capacities of mortise-and-tenon (M-T) joints, with the aim of making the design of wood products more scientific. The following results were concluded: (1) the effect of tenon length on withdrawal load capacity was greater than tenon thickness, followed by tenon width; (2) the effect of tenon thickness on bending load capacity was greater than those of tenon width, followed by tenon length; (3) it was concluded that the tenon length should be designed to be greater than the tenon width and smaller than twice the tenon width, especially, when tenon thickness was relatively thin; (4) quadratic models can be used to predict the withdrawal and bending load capacities of M-T joints relating the length, width, and thickness of the tenon; (5) the proposed method was capable of being used to optimize the tenon sizes and get more knowledge of M-T joints visually. This study will contribute to reducing the costs of time and materials, and it will result in M-T joints being designed more rationally.https://www.mdpi.com/1999-4907/12/4/478geometric dimensionsmortise-and-tenon jointwithdrawalbendingFEA
collection DOAJ
language English
format Article
sources DOAJ
author Wengang Hu
Bingrui Chen
spellingShingle Wengang Hu
Bingrui Chen
A Methodology for Optimizing Tenon Geometry Dimensions of Mortise-and-Tenon Joint Wood Products
Forests
geometric dimensions
mortise-and-tenon joint
withdrawal
bending
FEA
author_facet Wengang Hu
Bingrui Chen
author_sort Wengang Hu
title A Methodology for Optimizing Tenon Geometry Dimensions of Mortise-and-Tenon Joint Wood Products
title_short A Methodology for Optimizing Tenon Geometry Dimensions of Mortise-and-Tenon Joint Wood Products
title_full A Methodology for Optimizing Tenon Geometry Dimensions of Mortise-and-Tenon Joint Wood Products
title_fullStr A Methodology for Optimizing Tenon Geometry Dimensions of Mortise-and-Tenon Joint Wood Products
title_full_unstemmed A Methodology for Optimizing Tenon Geometry Dimensions of Mortise-and-Tenon Joint Wood Products
title_sort methodology for optimizing tenon geometry dimensions of mortise-and-tenon joint wood products
publisher MDPI AG
series Forests
issn 1999-4907
publishDate 2021-04-01
description For a long time, the geometry dimensions of tenons have been designed through empirical methods, which is not beneficial to designers and manufacturers and results in more time spent in construction and a greater amount of waste wood materials. In this study, an optimal methodology of combining finite element analysis (FEA) with response surface method (RSM) was proposed to investigate the effect of tenon geometric dimensions (length, width, and thickness) on withdrawal and bending load capacities of mortise-and-tenon (M-T) joints, with the aim of making the design of wood products more scientific. The following results were concluded: (1) the effect of tenon length on withdrawal load capacity was greater than tenon thickness, followed by tenon width; (2) the effect of tenon thickness on bending load capacity was greater than those of tenon width, followed by tenon length; (3) it was concluded that the tenon length should be designed to be greater than the tenon width and smaller than twice the tenon width, especially, when tenon thickness was relatively thin; (4) quadratic models can be used to predict the withdrawal and bending load capacities of M-T joints relating the length, width, and thickness of the tenon; (5) the proposed method was capable of being used to optimize the tenon sizes and get more knowledge of M-T joints visually. This study will contribute to reducing the costs of time and materials, and it will result in M-T joints being designed more rationally.
topic geometric dimensions
mortise-and-tenon joint
withdrawal
bending
FEA
url https://www.mdpi.com/1999-4907/12/4/478
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