结构支撑位置改变时固有频率的快速计算  

Fast calculation for structural natural frequencies with support position changed

作　　者：欧阳炎[1] 王栋[1] 

机构地区：[1]西北工业大学航空学院结构动力学与控制研究所,西安710072

出　　处：《振动与冲击》2012年第18期1-4,33,共5页Journal of Vibration and Shock

基　　金：航空基金(2007ZA53002)

摘　　要：用有限元法计算出弹性支撑位于网格节点上时的结构固有频率后,可采用两种方法处理支撑位于单元内部时的情形。第一种是将弹性支撑等效到单元节点上再求解特征值,第二种是结合在单元节点处,频率关于支撑位置的一阶导数(即灵敏度)值,利用单元形函数进行插值计算。两种方法都可以在不重新划分网格的情况下,获得结构的固有频率。通过分析得出第一种方法适用性较好,但计算效率较低。第二种方法要求结构的振型保持不变。数值算例结果表明:当弹性支撑的刚度和位置变化不改变结构的振型时,两种方法都有较好的计算精度。After computing natural frequencies of a beam or a plate structure with attachment of an elastic support using the finite element method, two numerical methods were utilized to deal with the case of the support occurring in an element. The first approach was to solve the eigenvalue problem with an equivalent stiffness matrix, while the other one interpolated the natural frequencies with the sensitivities to the support position and the related element shape functions. Both the methods could gain the natural frequencies without re-meshing the structure. The former was more applicable but less efficient, whereas the latter had a limitation that the structural vibration modal shapes kept unchanged when the support was changed. Illustrative examples showed that both the methods have a higher accuracy if the varying of the stiffness and the position of the elastic support does not change the structural vibration modal shapes in a region.

关 键 词：弹性支撑 固有频率 有限元法 灵敏度 

分 类 号：O327[理学—一般力学与力学基础]