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Analytical method for the out-of-plane buckling of the jib system with middle strut

机译:带有中间支撑杆的副臂系统平面外屈曲的解析方法

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The jib system with middle strut is widely used to achieve the large arm length in the large scale tower crane and the deployability in the mobile construction crane. In this paper, an analytical solution for the out-of-plane buckling of the jib system with middle strut is proposed. To obtain the analytical expression of the buckling characteristic equation, the method of differential equation was adopted by establishing the bending and torsional differential equation of the jib system under the instability critical state. Compared with the numerical solutions of the finite element software ANSYS, the analytical results in this work agree well with them. Therefore, the correctness of the results in this work can be confirmed. Then the influences of the lateral stiffness of the cable fixed joint, the dip angle of the strut, the inertia moment of the strut, and the horizontal position of the cable fixed joint on the out-of-plane buckling behavior of the jib system were investigated.
机译:带有中间支柱的悬臂系统被广泛用于实现大型塔式起重机的大臂长和在移动式建筑起重机中的可部署性。本文提出了一种具有中间支撑杆的副臂系统平面外屈曲的解析解。为了获得屈曲特征方程的解析表达式,通过建立不稳定性临界状态下副臂系统的弯曲和扭转微分方程,采用微分方程方法。与有限元软件ANSYS的数值解相比,本文的分析结果与它们吻合得很好。因此,可以确认这项工作中结果的正确性。然后,对电缆固定接头的侧向刚度,支柱的倾角,支柱的惯性矩以及电缆固定接头的水平位置对副臂系统的平面外屈曲行为的影响进行了研究。调查。

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