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Structural Topology Optimization of Cantilever Crane Boom Based on Equivalent Moving Load Method

机译:基于等效移动载荷法的悬臂起重机吊杆结构拓扑优化

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As a key structure in the process of lifting heavy objects by cantilever cranes,the boom is of great significance.When the cantilever crane carries heavy objects,the load on the boom is a typical moving load.The traditional structural optimization method cannot fully consider the influence of the moving load on the structure.Based on the variable density structure topology optimization method,the equivalent moving load method is proposed to transform the motion of heavy objects on the boom into multiple equivalent working conditions.And according to the structural characteristics and motion form of the boom,the weight coefficient of every equivalent working conditions is assigned.The number of equivalent moving loads is determined in the form of multiple growth,and finally the lightweight cantilever crane boom structure is obtained,which is 32.08% lighter than the original structure,thus verifying the structural topology based on the equivalent moving load method proposed in this paper.The feasibility and effectiveness of the optimization method are also provided for other structural optimization that are subject to moving loads.
机译:作为悬臂起重机抬起重物的过程中的一个关键结构,吊杆具有重要意义。当悬臂起重机带有重物时,吊杆上的负荷是典型的移动载荷。传统的结构优化方法无法充分考虑移动负荷对结构的影响。基于可变密度结构拓扑优化方法,提出了等效的移动载荷方法,将重物对臂部的运动转换为多等价工作条件。根据结构特征和运动繁荣的形式,分配了每个等效工作条件的重量系数。等效移动载荷的数量以多个生长的形式确定,最后获得了轻质悬臂起重机臂架结构,比原版轻32.08%结构,从而验证了本文提出的等效移动载荷方法的结构拓扑。还提供了优化方法的可行性和有效性,用于其他结构优化,其受到移动负载。

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