一个带间隙连接结构对梁基频漂移影响研究

Non-linear vibration of a beam with a type of clamped- jointed boundary condition with a gap

  • 摘要: 文章以一端夹支、另一端带套筒连接结构的梁作为研究对象,通过在连接结构中引入间隙非线性因素,分别研究了在连接结构处有无预紧力两种情况时在均布载荷作用下梁的非线性幅频响应。同时,利用改进的振型转化法及连续振型法对系统进行建模,采用伽辽金近似得到系统的非线性受迫振动方程;针对实际算例,用龙格-库塔法得到了其数值解,讨论了此算例梁的频率漂移结果,从而得到了对研究航天器地面振动试验中的频率漂移现象有价值的结论。

     

    Abstract: For a beam with one end clamped and the other end connected by a sleeve joint subjected to distributed force and with a gap, the nonlinear frequency response is studied, under conditons with and without pre-load. The improved mode transfer method and the continuous amplitude method are both adopted to model the system, Galerkin’s approximation is applied to the beam’s equations of motion. Then for a study case, Runge-Kutta method is used to carry out the numerical analysis. The nonlinear amplitude-frequency respose is obtained. The results can be used for studying the frequncy-shift phenomenon in the spacecraft ground test.

     

/

返回文章
返回