首页> 外国专利> METHOD FOR DETERMINING NATURAL FREQUENCIES AND VIBRATION MODES OF FREE STRUCTURE FROM TEST RESULTS OF THIS DESIGN WITH SUPERIMPOSED LINKS

METHOD FOR DETERMINING NATURAL FREQUENCIES AND VIBRATION MODES OF FREE STRUCTURE FROM TEST RESULTS OF THIS DESIGN WITH SUPERIMPOSED LINKS

机译:叠合设计的试验结果确定自由结构的固有频率和振动模式的方法

摘要

FIELD: physics.;SUBSTANCE: invention relates to classical experimental modal analysis of structures. When implementing the method, a design dynamic model of the free structure is constructed, which is corrected based on the results of ground modal tests. For the period of testing, the research object is fixed with a special system of elastic hanging, the characteristics of which are introduced into the design model by imposing external links. Tests are used to isolate natural tone of the structure in a given frequency range by phase resonance. Frequency of phase resonances are used to determine natural frequencies of tone oscillations, which are used for direct correction of stiffness and/or mass matrices of the design model. Then design model is released from external links: fixed model is "installed" on movable platform, which has inertial characteristics of initial free structure. System of equations of motion of the fixed model is supplemented with equations of motion of the platform. Obtained equations do not violate the symmetry of stiffness and mass matrices. Frequencies and forms of natural oscillations of the released model are close to corresponding frequencies and forms of free model.;EFFECT: technical result consists in excluding the effect of rigidity of the elastic hanging system on the error of determining natural frequencies and vibration modes of the free structure based on the results of ground modal tests.;1 cl, 1 dwg
机译:技术领域本发明涉及结构的经典实验模态分析。在实施该方法时,将构建自由结构的设计动力学模型,并根据地面模态试验的结果对其进行校正。在测试期间,研究对象通过特殊的弹性悬挂系统固定,该系统通过施加外部链接将其特性引入设计模型中。测试用于通过相位共振来隔离给定频率范围内结构的自然色调。相位谐振频率用于确定音调振荡的固有频率,该频率用于直接校正设计模型的刚度和/或质量矩阵。然后从外部链接释放设计模型:将固定模型“安装”在可移动平台上,该平台具有初始自由结构的惯性特性。固定模型的运动方程系统补充了平台的运动方程。获得的方程式不违反刚度和质量矩阵的对称性。释放模型的频率和固有振动形式接近于相应的频率和自由模型形式。效果:技术成果在于排除了弹性悬挂系统的刚度对确定固有频率和振动模式误差的影响。基于地面模态测试结果的自由结构。; 1 cl,1 dwg

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