Finite element modeling of contact between an elastic layer and two elastic quarter planes

IF 2.9 4区 工程技术 Q2 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Murat Yaylacı, M. Avcar
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引用次数: 34

Abstract

In this study, a two dimensional model of receding contact problem has been analyzed using finite element method (FEM) based software ANSYS and ABAQUS. For this aim finite element modeling of elastic layer and two homogeneous, isotropic and symmetrical elastic quarter planes pressed by means of a rigid circular punch has been presented. Mass forces and friction are neglected in the solution. Since the problem is examined for the plane state, the thickness along the z-axis direction is taken as a unit. In order to check the accuracy of the present models, the obtained results are compared with the available results of the open literature as well as the results of two software are compared using Root Mean Square Error (RMSE) and good agreements are found. Numerical analyses are performed considering different values of the external load, rigid circular radius, quarter planes span length and material properties. The contact lengths and contact stresses of these values are examined, and their results are presented. Consequently, it is concluded that the considered non-dimensional quantities have noteworthy influence on the contact lengths and contact stress distributions, additionally if FEM analysis is used correctly, it can be an efficient alternative method to the analytical solutions that need time.
弹性层与两个弹性四分之一平面接触的有限元建模
本文采用基于ANSYS和ABAQUS的有限元分析软件,分析了一个退向接触问题的二维模型。为此,建立了弹性层和两个均质、各向同性和对称的弹性四分之一平面的有限元模型。在解中忽略了质量力和摩擦力。由于问题是在平面状态下检验的,所以沿z轴方向的厚度作为一个单位。为了检验模型的准确性,将所得结果与公开文献的结果进行了比较,并使用均方根误差(RMSE)对两个软件的结果进行了比较,发现两者吻合较好。数值分析考虑了不同的外载荷值、刚性圆半径、四分之一平面跨度长度和材料性能。研究了这些值的接触长度和接触应力,并给出了结果。由此得出结论:所考虑的无量纲量对接触长度和接触应力分布有显著的影响,并且如果正确使用有限元分析,它可以作为一种有效的替代方法来解决需要时间的解析解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Computers and Concrete
Computers and Concrete 工程技术-材料科学:表征与测试
CiteScore
8.60
自引率
7.30%
发文量
0
审稿时长
13.5 months
期刊介绍: Computers and Concrete is An International Journal that focuses on the computer applications in be considered suitable for publication in the journal. The journal covers the topics related to computational mechanics of concrete and modeling of concrete structures including plasticity fracture mechanics creep thermo-mechanics dynamic effects reliability and safety concepts automated design procedures stochastic mechanics performance under extreme conditions.
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