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Dynamics of a multi-beam structure connected with nonlinear joints: modelling and simulation

机译:非线性节点连接的多梁结构动力学:建模与仿真

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摘要

A dynamic modelling approach for a multi-beam structure connected with nonlinear joints is presented and subsequently used to obtain its reduced-order analytical model. Firstly, by applying the matching and boundary conditions, the natural frequencies and global mode shapes of the system are derived. According to the nonlinear transmitted torque formulations of the joints, the joints nonlinearities are introduced into the system by using the equilibrium conditions between the beams and the joints. Then, the global mode shapes and their orthogonality relations are used to obtain an explicit set of reduced-order nonlinear ordinary differential equations(ODEs) of motion for the flexible structure with nonlinear joints. A flexible structure composed of 4 beams and nonlinear joints is given as an example to illustrate the application of the modelling approach proposed. And a comparison between the natural frequencies obtained by the proposed approach and those from the finite element method is given to verify the validity of the derived model. Through the nonlinear ODEs obtained by the Galerkin truncation of the original dynamic model, a study on the variation in dynamic responses of the system with different numbers of modes is performed. The results are used to determine the number of modes taken in nonlinear vibration analysis for certain range of the vibration amplitude of the external excitation. The dynamic responses of the system with various joint parameters are worked out, which show that the transmission characteristics of the joints can strongly affect the dynamic behavior of the whole structure.
机译:提出了一种连接非线性节点的多梁结构的动力学建模方法,随后将其用于获得降阶分析模型。首先,通过应用匹配和边界条件,推导系统的固有频率和全局模态。根据节点的非线性传递扭矩公式,利用梁与节点之间的平衡条件将节点的非线性引入系统。然后,使用全局模态形状及其正交关系来获得具有非线性关节的柔性结构的一组明确的运动降阶非线性常微分方程(ODE)。以一个由4个梁和非线性节点组成的柔性结构为例,说明所提出的建模方法的应用。并比较了所提方法和有限元方法获得的固有频率,以验证所推导模型的有效性。通过原始动力学模型的Galerkin截断获得的非线性ODE,对具有不同模式数量的系统动态响应的变化进行了研究。结果用于确定在外部激励的振幅范围内进行非线性振动分析时所采用的模式数。得出了具有不同节理参数的系统的动力响应,表明节理的传递特性会强烈影响整个结构的动力特性。

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