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EXTENDED NONLINEAR ANALYSIS OF EXACTLY-CONSTRAINED COMPLIANT COMPOUND PARALLELOGRAM MECHANISMS

机译:完全约束的复合地层学机理的扩展非线性分析

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摘要

Extended nonlinear analysis of compliant compound parallelogram mechanisms is conducted in this paper. The analytical nonlinear model of a compound basic parallelogram mechanism (CBPM) is first derived incorporating the initial internal axial force. The stiffness equations of compound multi-beam parallelogram mechanisms (CMPMs) are then followed. The effect of initial internal axial forces on the primary motion is further analyzed, which can be employed to consider active displacement preloading control and thermal effects etc. It is shown that negative initial internal axial force will reduce the primary stiffness, and vice versa. The criteria for which the primary stiffness may be considered "constant" is defined and the initial internal axial force driven by temperature change is also formulated. The dynamic analysis of a CMPM using nonlinear finite element analysis (FEA) is finally carried out to show the modal frequency and the forced excitation response in the primary motion direction.
机译:本文对柔性复合平行四边形机构进行了扩展的非线性分析。首先结合初始内部轴向力得出复合基本平行四边形机构(CBPM)的解析非线性模型。然后遵循复合多光束平行四边形机构(CMPM)的刚度方程。进一步分析了初始内部轴向力对初级运动的影响,可用于考虑主动位移预紧控制和热效应等。结果表明,负初始内部轴向力会降低初级刚度,反之亦然。定义了可以将主要刚度视为“恒定”的标准,并且还制定了由温度变化驱动的初始内部轴向力。最后,使用非线性有限元分析(FEA)对CMPM进行了动力学分析,以显示模态频率和主运动方向上的强制激励响应。

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