ZP-11A型万向节轭环改型及材料抗扭强度分析

H. Yudo, A. Setiawan, O. Mursid, Muhammad Iqbal
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引用次数: 0

摘要

研究了万向节受扭载荷后的强度。它根据公认的原则使用了不同的材料来承受拉应力,并根据拓扑优化过程对轭架进行了修改。拓扑优化确定了轭架部分需要在不改变其尺寸的情况下承受载荷,并使应力分布最小化。结果表明,JIS-SF590A钢原始万向节模型的蜘蛛体最大剪切应力为84.57 MPa,轭架构件最大剪切应力为30.84 MPa,最大von Mises为341.1 MPa。由于使用了JIS-SF590A钢,轭架改性3使剪切应力比原轭架降低了12.97%,冯米塞斯应力降低了35.33%。这是最有效的轭架设计,而且这种改进的轭架形式提供了更宽的仰角,更容易制造。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Torsional strength analysis of universal joint’s ZP-11A due to yokes modification and materials
The study examined the strength of the universal joint after it was loaded with torsion. It used different materials that can withstand tensile stress in accordance with accepted principles and made modifications to the yoke as a result of the topology optimization process. The topology optimization determined that the yoke's part needed to withstand load without changing its dimensions and minimize stress distribution. According to the results, the maximum shear stress on the spider of the original universal joint model made of JIS-SF590A steel was 84.57 MPa, the shear stress on the yoke component was 30.84 MPa, and the maximum von Mises was 341.1 MPa. As a result of using JIS-SF590A steel, yoke modification 3 has produced a reduction in shear stress of 12.97 % and a reduction in von Mises stress of 35.33 % from the original yoke. This is the most efficient design of yoke and also this modified yoke form provides a wider elevation angle and is easier to manufacture.
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CiteScore
0.70
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