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Modeling of Coupled Bending and Torsional Oscillations of an Inclined Aerial Ladder

机译:倾斜天梯弯扭耦合振动的建模

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Modern aerial ladders are built as truss structures that provide limited stiffness compared to a massive boom, and therefore are susceptible to oscillations. In this paper, the linearelastic bending of the ladder in horizontal direction and the torsion about its longitudinal axis are modeled. Oscillations in both axes are excited when the ladder rotates about its hub, and coupling is introduced by the offset between shear-center and centroid axis and by the cage at the tip of the ladder. The ladder is modeled as continuous system that consists of multiple sections, with material properties constant in each section, which yields a pair of coupled partial differential equations for each section, and additional constraints ensuring continuity of the solution. The cage at the tip is modeled as rigid body, which leads to dynamic boundary conditions at the top end. The coupling effects are demonstrated using both measurements and simulation data.
机译:现代天梯是桁架结构,与巨大的吊杆相比,其刚度有限,因此容易受到振动的影响。本文对梯子在水平方向上的线弹性弯曲和绕其纵轴的扭转进行了建模。当梯子围绕其轮毂旋转时,会激发两个轴上的振动,剪切中心和质心轴之间的偏移以及梯子顶部的保持架会引入耦合。阶梯被建模为由多个截面组成的连续系统,每个截面中的材料属性保持不变,从而为每个截面生成一对耦合偏微分方程,以及确保解连续性的附加约束。将顶部的保持架建模为刚体,从而在顶部产生动态边界条件。通过测量和仿真数据证明了耦合效应。

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