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

机译:榫眼和松榫家具连接处应力和应变分布的有限元分析

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摘要

We studied the effect of loose tenon dimensions on stress and strain distributions in T-shaped mortise and loose tenon (M<) furni-ture 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 sur-faces and walls of the mortise. Shear stress and shear elastic strain values in joint elements generally increased with tenon dimensions and corre-sponding bending moment capacities. There was consistency between predicted maximum shear stress values and failure modes of the joints.
机译:我们研究了松榫尺寸对单轴弯曲载荷下T形榫和松榫(M&LT)家具接头中应力和应变分布的影响,并确定了松榫长度(30、45、60和90)的影响毫米)和松榫厚度(分别为6和8毫米)对使用聚乙酸乙烯酯(PVAc)粘合剂构造的M&LT接头的弯矩能力的影响。然后使用ANSYS有限元(FE)软件估算每个接头的应力和应变分布。接头的弯矩能力随榫的厚度和长度而显着增加。基于有限元分析的结果,在单轴弯曲下,在榫的中间部分获得了最高的剪应力值,而在榫的表面和榫眼壁之间的胶合线中估计出了最高的剪切弹性应变值。接头元件中的剪切应力和剪切弹性应变值通常随榫的尺寸和相应的弯矩能力而增加。预计的最大剪切应力值和接头的破坏模式之间具有一致性。

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  • 来源
    《林业研究(英文版)》 |2014年第3期|677-681|共5页
  • 作者单位

    Department of Wood and Paper Science and Technology, College of Agriculture and Natural Resources, University of Tehran, Karaj, 31587-77878, Iran;

    Department of Wood and Paper Science and Technology, College of Agriculture and Natural Resources, University of Tehran, Karaj, 31587-77878, Iran;

  • 收录信息 中国科学引文数据库(CSCD);
  • 原文格式 PDF
  • 正文语种 eng
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