A Three-Node Triangular Constant Strain Element for Evaluation of Stress Concentration Factor of a Rectangular Thin Plate Under Tension Load

Amara Fethallah, Samir Deghboudj
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Abstract

In many engineering fields such as aerospace, marine, automotive and mechanical, the design of planar structures consisting of rectangular plates commonly requires the use of holes as a technological solution in fastening assemblies. The major goal of this research is to examine the impact of stress concentration factors (SCF) in the specific case of planar structures, highlight their relevance as a potential source of structural failure, and compare the various techniques employed to gauge their magnitude. Particular emphasis will be placed on rectangular plates with holes since these plates' shape discontinuities alter the stress field, leading to a local increase in the stress field that, if not accurately predicted and analyzed at the design stage, could endanger the entire structure. For the studied case (rectangular plate with central hole subjected to uniform tensile field), a new finite element formulation based on 3-noded triangular element has been suggested to estimate the field variables (stress). MATLAB programming has been developed by considering this element. Analysis has been carried out for the same structure (rectangular plate) with analysis software Abaqus. Finding was compared to several analytical solutions published in the literature, based on Heywood, Howland, and Flynn formulations. Obtained results were in good agreement.
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矩形薄板拉载应力集中系数的三节点三角形恒应变单元
在许多工程领域,如航空航天,船舶,汽车和机械,由矩形板组成的平面结构的设计通常需要使用孔作为紧固组件的技术解决方案。本研究的主要目的是研究应力集中因子(SCF)在平面结构的特定情况下的影响,强调它们作为结构破坏的潜在来源的相关性,并比较用于测量其大小的各种技术。将特别强调带孔的矩形板,因为这些板的形状不连续改变了应力场,导致应力场的局部增加,如果在设计阶段不能准确预测和分析,可能会危及整个结构。针对中心有孔的矩形板受均匀拉伸的情况,提出了一种新的基于三结点三角形单元的有限元公式来估计场变量(应力)。考虑到这一因素,MATLAB编程已经开发出来。利用分析软件Abaqus对同一结构(矩形板)进行了分析。研究结果与文献中发表的几种基于Heywood、Howland和Flynn公式的分析解进行了比较。所得结果很一致。
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CiteScore
1.90
自引率
25.00%
发文量
32
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