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Dynamics Analysis of Linear Array Deployable Structure Based on Symmetrical Scissor-Like Element

机译:基于对称剪刀状元素的线性阵列可部署结构的动力学分析

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Based on the Cartesian frame, the dynamic model of the linear array deployable structures was established, the motion constraint equations were completed by the constraint conditions of the scissor-like element (SLE). The numerical calculation was carried out using multi-step Runge-Kutta method, the law of velocity and acceleration during the motion process were obtained, and the constraint default stabilization method was also utilized to avoid the divergence of the results. The results show that the velocity, acceleration, and reaction force of the scissor mechanism along y-axis presents better symmetry properties because the horizontal constant force is in x direction. Meanwhile, at the side of the mechanism withstanding the external force, the dynamic properties of each node along x direction change more obviously; however, the changing amplitude of the velocity, acceleration, and other physical quantities are very small along x-axis on the non-force side.
机译:基于笛卡尔框架,建立了线性阵列可展开结构的动态模型,通过剪刀状元件(SLE)的约束条件完成运动约束方程。使用多步径-Kutta方法进行数值计算,获得了运动过程中的速度和加速度的规律,并且约束默认稳定方法也用于避免结果的差异。结果表明,沿Y轴剪切机构的速度,加速度和反作用力呈现更好的对称性,因为水平恒定力是X方向。同时,在机构的一侧承受外力,每个节点的动态特性沿X方向变化更明显;然而,速度,加速度和其他物理量的变化幅度沿着非力侧的X轴非常小。

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