Study on tensile strength of single dovetail joint: experimental, numerical, and analytical analysis

被引:12
|
作者
Hu, Wengang [5 ,1 ]
Yu, Runzhong [1 ]
Luo, Mengyao [1 ]
Konukcu, Arif Caglar [2 ]
机构
[1] Nanjing Forestry Univ, Coinnovat Ctr Efficient Proc & Utilizat Forest Re, Nanjing, Peoples R China
[2] Izmir Katip Celebi Univ, Fac Forestry, Dept Forest Ind Engn, Izmir, Turkey
基金
中国国家自然科学基金;
关键词
Dovetail joint; tensile strength; finite element model; analytical model; optimization; BENDING MOMENT CAPACITY; LOAD-CARRYING CAPACITY; DIAGONAL TENSION; CORNER JOINTS; FRAME; MORTISE; TENON; CONSTRUCTION;
D O I
10.1080/17480272.2022.2155872
中图分类号
TB3 [工程材料学]; TS [轻工业、手工业、生活服务业];
学科分类号
0805 ; 080502 ; 0822 ;
摘要
The tensile strength of the single dovetail joint was investigated by experimental, numerical, and analytical methods. First, a numerical model of the dovetail joint was constructed based on the cohesive model using the Traction Separation law. Secondly, an analytical model was proposed based on the mechanical properties of the wood and the geometric dimensions of the dovetail joint. Finally, limited experimental tests (only changing the thickness length and width of the dovetail joint) were conducted to validate the numerical and analytical models. The results showed that the numerical model was an efficient method with ratios ranging from 0.84 to 1.35. The analytical model underestimated the tensile strength with ratios ranging from 0.63 to 0.85. The numerical analysis results showed that the dovetail tenon length and thickness significantly affect the maximum tensile strength. The tail angle and thickness significantly affected the elastic stiffness of the dovetail joint. The analytical model indicated the relationships between the dimensions of the dovetail joint and the tensile strength. The proposed methods will help to rationally design and optimize the tensile strength of a single dovetail joint.
引用
收藏
页码:1478 / 1486
页数:9
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