Investigating the Effect of Applying Uniform Distributed Load on the Deflection of Simply Supported Axial - Functionally Graded Beam

IF 0.9 Q3 ENGINEERING, AEROSPACE Journal of Aerospace Technology and Management Pub Date : 2023-01-01 DOI:10.1590/jatm.v15.1315
Zainab M Shukur, Raisan Faris Hamad, Yassar Khadhim Ali, Luay Sadiq Al-Ansari, Mohammedh Helayel Al-Karaishi
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Abstract

Axially-functionally graded materials are/ types of traditional composite materials in which the mechanical and physical properties are gradually varied from one end to the other. They were used extensively in industries such as defense, automotive and aerospace because of the ability to design its mechanical and physical properties. Two numerical models are built in this work in order to investigate the deflection of a simply supported beam made by axial-functionally graded material. The first model is the new model and it is built by adopting the Rayleigh Method, while the second model used the Finite-Element technique to build an 1D model utilizing the ANSYS APDL. The mechanical and physical of the axial-functionally graded beam were changed in axial direction according to Power-Law Equation. The new model, based on Rayleigh Method ANSYS- 1D model, shows an excellent agreement with the results and available literature. In addition to the validation of the two models, the influences of elastic moduli ratio and material distribution on the maximum static deflection and its position were studied. In ANSYS- 1D model, the position of the maximum deflection was deviated from the middle span of A-FG beam and this deviation in position of maximum deflection reduces, as well as increases the index of power-law equation and the elastic moduli ratio (ME-Ratio) when it diverges from 1.
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研究施加均布荷载对简支轴向功能梯度梁挠度的影响
轴向功能梯度材料是一种机械和物理性能从一端到另一端逐渐变化的传统复合材料。由于能够设计其机械和物理性能,它们被广泛用于国防,汽车和航空航天等行业。为了研究轴向功能梯度材料简支梁的挠度,本文建立了两个数值模型。第一个模型为新模型,采用Rayleigh法建立,第二个模型采用有限元技术,利用ANSYS APDL建立一维模型。根据幂律方程计算了轴向梯度梁的力学和物理特性。该模型基于Rayleigh法ANSYS- 1D模型,与现有文献的结果吻合良好。除了对两种模型进行验证外,还研究了弹性模量比和材料分布对最大静挠度及其位置的影响。在ANSYS- 1D模型中,最大挠度位置偏离A-FG梁的中跨,最大挠度位置偏离减小,幂律方程指数和弹性模量比(ME-Ratio)偏离1时增大。
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CiteScore
2.00
自引率
0.00%
发文量
16
审稿时长
20 weeks
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