变厚度梁支承板的数值模态分析

A. Yucel
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引用次数: 0

摘要

在本研究中,对不同横梁数的钢板进行了数值模态分析。得到了每个模型的固有频率和模态振型。对不同厚度的板也重复同样的分析。最后,分析了支承梁数与固有频率之间的关系。强调固有频率随板厚的变化。此外,还得到了弯曲固有频率与支承梁数和板厚的一般曲面回归公式。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical Modal Analyses of Beam-Supported Plates with Varying Thicknesses
In this study, numerical modal analyses are conducted on steel plates supported with various numbers of transverse beams. Natural frequency and mode shapes are obtained for each model. The same analyses are also repeated for plates with various thicknesses. Finally, the correlation between the number of supporting beams and natural frequencies is examined. The change in natural frequencies with respect to plate thickness is emphasized. In addition, general surface regression formulas of flexural natural frequencies with respect to the number of supporting beams and plate thicknesses are obtained.
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