CALCULATING THE NATURAL FREQUENCY OF PRE-TWISTED BEAM

Zainab M. Shukur, R. Neamah, Husam Jawad Abdulsamad, L. S. Al-Ansari, Sutartip Wittayapiyanon
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Abstract

Beams in two configurations; uniform and non-uniform, are common structural components utilized for several engineering applications. Thus, the studies dealing with their behavior under dynamic and vibrations have been increased. In this research, the transverse vibration phenomena of pre-twisted beams were experimentally and theoretically studied by investigating the effect of twisting angles on the first three transverse natural frequencies. In the present experimental part, the pre-twisted beams are manufactured using a 3D printer, and the fundamental frequencies of manufactured pre-twisted beams are measured by a suitable rig. In the theoretical work, the finite element method is used to simulate the transverse vibration behavior of the pre-twisted beams. The accuracy of the simulation process is checked by comparison of the first natural frequencies calculated by the finite element method (using ANSYS Workbench Software) with those measured experimentally. The results show that there is an excellent agreement between the experimental results and finite element outputs. For the clamped-free pre-twisted beam, there is no critical twisting angle. The critical twisting angle is equal to the mode number for simply – simply and clamped simple pre-twisted beam. While there is more than one value of critical twisting angle for the clamped-clamped pre-twisted beam.
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计算预扭梁的固有频率
梁有均匀和非均匀两种结构,是多种工程应用中常用的结构部件。因此,对其动态和振动行为的研究也越来越多。在本研究中,通过研究扭转角对前三个横向自然频率的影响,对预扭转梁的横向振动现象进行了实验和理论研究。在本实验部分,使用 3D 打印机制造了预扭曲梁,并通过合适的钻机测量了制造的预扭曲梁的基频。在理论工作中,采用有限元法模拟预扭曲梁的横向振动行为。通过比较有限元法(使用 ANSYS Workbench 软件)计算的第一固有频率和实验测量的第一固有频率,检验了模拟过程的准确性。结果表明,实验结果与有限元输出结果非常吻合。对于无夹具预扭梁,不存在临界扭转角。对于简单预扭梁和夹紧简单预扭梁,临界扭转角等于模数。而有夹具预扭梁的临界扭转角有多个值。
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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CiteScore
0.70
自引率
0.00%
发文量
74
审稿时长
50 weeks
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