齐红元, 张增杰, 陈科山, 杜凤山. 多集中质量离散固支弹性板基波频率解析[J]. 工程力学, 2015, 32(8): 22-28. DOI: 10.6052/j.issn.1000-4750.2014.01.0042
引用本文: 齐红元, 张增杰, 陈科山, 杜凤山. 多集中质量离散固支弹性板基波频率解析[J]. 工程力学, 2015, 32(8): 22-28. DOI: 10.6052/j.issn.1000-4750.2014.01.0042
QI Hong-yuan, ZHANG Zeng-jie, CHEN Ke-shan, DU Feng-shan. FUNDAMENTAL FREQUENCY ANALYSIS OF DISCRETE-CLAMPED ELASTIC PLATE WITH MULTI-CONCENTRATED MASS[J]. Engineering Mechanics, 2015, 32(8): 22-28. DOI: 10.6052/j.issn.1000-4750.2014.01.0042
Citation: QI Hong-yuan, ZHANG Zeng-jie, CHEN Ke-shan, DU Feng-shan. FUNDAMENTAL FREQUENCY ANALYSIS OF DISCRETE-CLAMPED ELASTIC PLATE WITH MULTI-CONCENTRATED MASS[J]. Engineering Mechanics, 2015, 32(8): 22-28. DOI: 10.6052/j.issn.1000-4750.2014.01.0042

多集中质量离散固支弹性板基波频率解析

FUNDAMENTAL FREQUENCY ANALYSIS OF DISCRETE-CLAMPED ELASTIC PLATE WITH MULTI-CONCENTRATED MASS

  • 摘要: 针对含集中质量的离散固支弹性板基波频率的求解问题,采用小挠度弹性板变形理论与Rayleigh-Ritz能量法,建立含多集中质量弹性板的振动能量方程及其模态方程。结合弹性板的离散点固支边界条件,完成离散固支弹性板的基波振型函数的解析描述,并利用能量极值法,完成随着集中质量大小与位置变化的离散固支弹性板基波振型函数插值系数及其基波频率的解析。以不含集中质量离散固支弹性板为特例求解,与有限元分析计算结果相比对,验证求解离散固支弹性板基波频率方法的可行性。此外,以含两个集中质量的矩形弹性板为计算实例,完成了集中质量大小以及位置变化的基波振型函数插值系数k及其振型函数、基波频率f的曲面描述与分析。上述解析分析方法可为工程电路板PCB的动态设计提供了可行的理论分析方法。

     

    Abstract: Aiming at the fundamental frequency analysis of discrete-clamped elastic plates with multi-concentrated mass, with the help of the small deflection elastic deformation plate theory and the energy method of Rayleigh-Ritz, the paper determines both the vibrating energy function and the modal function of discrete-clamped elastic plates with multi-concentrated mass. Based on the analysis of boundary conditions of discrete-clamped points of elastic plates, the vibrating mode function for fundamental frequency of the discrete-clamped elastic plate is presented, meanwhile by the energy extreme method, both the interpolation coefficients of fundamental vibrating mode function and its fundamental frequency varying with the change of the size and positions of Multi-concentrated mass are analyzed. The feasibility of the analytic method is illustrated through an application to the discrete-clamped elastic plate without multi-concentrated mass, and the analysis results are compared with those of the finite element method. In addition, taking rectangular elastic plate with two concentrated mass as an example, for all fundamental mode shape functions, the paper performs the description and analysis of interpolation coefficient k and the fundamental frequency f varying with the change of the size and positions. The above analytical method can provide a feasible theoretical basis for the dynamic design of the printed circuit board (PCB) in practical engineering.

     

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