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Out-of-plane Stability Analysis of Combined Boom System with Main Jib and Fly Jib

机译:主臂弹臂组合吊杆系统外平面稳定性分析

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The objective of this study is to develop an analytical method for the out-of-plane stability of combined boom system with main jib and fly jib. Boundary conditions and deformation compatibility equations are introduced to get the analytical expression of out-of-plane buckling characteristic equation by establishing the bending and torsional deformation differential equations of jibs and the strut under the instability critical state. The analytical results obtained agree well with the finite element method (FEM) results. The influence of the dip angle between the main jib and the fly jib on the stability of the boom system is discussed. And the comparison between the combined boom system and the bending beam-column in the stable bearing capacity is made. It is shown that the upwards-bend boom system is much stronger than the downwards-bend boom system. There exists a certain dip angel between the main jib and the fly jib that makes the stable bearing capacity biggest. By comparing the stable bearing capacity of boom system with that of the bending beam-column, it is obtained that the flexible tension system will significantly improve the stable bearing capacity of the bending beam-column.
机译:本研究的目的是开发一种用于主弹簧和飞臂的组合繁荣系统外平面稳定性的分析方法。引入边界条件和变形兼容性方程以通过在不稳定的临界状态下建立棘爪和支柱的弯曲和扭转变形差动方程来获得平面外弯曲特性方程的分析表达。获得的分析结果与有限元方法(FEM)结果很好。讨论了主臂与飞臂之间的倾角对悬臂系统稳定性之间的影响。并制造了稳定承载能力中的组合臂系统和弯曲梁柱之间的比较。结果表明向上弯曲臂系统比向下弯曲臂系统更强大。主臂和飞臂之间存在一定的垂度天使,使得稳定的承载力最大。通过比较悬臂系统与弯曲梁柱的稳定承载力,获得柔性张力系统将显着提高弯曲梁柱的稳定承载力。

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