Investigating Static Deflection of Non-Prismatic Axially Functionally Graded Beam

Walaa Mohammed Hashim, Luay S. Alansari, Mohanad Aljanabi, Hassan Mansour Raheem
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Abstract

In this study, the static deflection of non-prismatic axial function graded tapered beam (A-FGB) under distribution load has been analyzed using ANSYS workbench (17.2). According to a power-law model, the elastic modulus of the beam varies continuously in the axial direction of the beam. Also, the beam’s geometry, i.e., width, thickness, or both width and thickness of the beam, varies linearly in the axial direction with different values of non-uniformity parameter (1, 0.5,0, −0.5, and −0.75). The effects of martial distribution, i.e., power-law index, and non-uniformity parameter on the static deflection for A-FGB with different boundary conditions, in such free-clamped, clamped-free, and simply-supported, are studied. This research deals with functionally graded materials FGMs in more than one aspect in terms of using different boundary conditions; in addition, it studies the response of the non-prismatic beam non-uniformity parameter (α); therefore, this research studies comprehensively the deflection of the beam. The results show that the increase in power-law index causes decreasing in dimensionless deflection and its rate of change depends on the supporting types of the beam and non-uniformity parameters. The variation in both width and thickness for a free-clamped axial function–graded beam gives a significant decrease in dimensionless deflection at decreasing in non-uniformity parameter, whereas the variation in thickness for clamped-free axial function graded beam gives a significant decrease in dimensionless deflection at decreasing of non-uniformity parameter.

Abstract Image

非棱镜轴向功能梯度梁的静挠度研究
本研究利用ANSYS workbench(17.2)对分布荷载作用下非棱柱轴向函数梯度锥形梁(A-FGB)的静挠度进行了分析。根据幂律模型,梁的弹性模量沿梁的轴向连续变化。此外,光束的几何形状,即宽度、厚度,或光束的宽度和厚度,随着非均匀性参数的不同值(1、0.5、0、- 0.5和- 0.75)在轴向上呈线性变化。研究了自由夹紧、无夹紧和简支三种不同边界条件下A-FGB静态挠度的军事分布(幂律指数)和非均匀性参数的影响。本研究涉及功能梯度材料fgm在多个方面使用不同的边界条件;此外,还研究了非棱镜光束非均匀性参数(α)的响应;因此,本研究对梁的挠度进行了全面的研究。结果表明,幂律指数的增加导致无量纲挠度减小,其变化率取决于梁的支承类型和非均匀性参数。在非均匀性参数减小时,自由夹紧轴函数梯度梁的宽度和厚度变化使无量纲挠度显著减小,而在非均匀性参数减小时,自由夹紧轴函数梯度梁的厚度变化使无量纲挠度显著减小。
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CiteScore
5.30
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