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The effect of restraints type on the generated stresses in gantry crane beam

机译:约束类型对龙门吊梁产生应力的影响

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摘要

This paper includes an analysis of the mechanical phenomena in the gantry crane beam, because the cranes are currently one of the most common devices for the transporting loads. Designing modern mechanical structures is a complex task that requires the use of appropriate tools. Such a modern tool is the numerical simulation, which uses different numerical methods. One of the best known methods is the finite element method, also used here. Simulations are limited to analysis of the strength of the gantry crane beam that was the loaded of the force load movement along its length. The numerical analysis was made to the gantry crane beam which cross-section was an I-beam and ends were fixed in different ways. As the result of numerical calculations, the stresses and displacements of the structure of gantry were obtained. The influence of the restraints type and changing the loading force position on generate the Huber-Misses stress in the gantry crane beam was estimated. The aim was to ensure that the maximum equivalent stress generated in the gantry crane beam was less than the strength of material, because then the construction is safe.
机译:本文对龙门起重机梁中的机械现象进行了分析,因为起重机目前是最常见的负载运输设备之一。设计现代机械结构是一项复杂的任务,需要使用适当的工具。这样的现代工具就是数值模拟,它使用不同的数值方法。有限元法也是最著名的方法之一,此处也使用了有限元法。模拟仅限于分析龙门起重机梁的强度,该强度是沿其长度方向的载荷运动的载荷。对截面为工字梁,端部固定方式不同的龙门起重机梁进行了数值分析。作为数值计算的结果,获得了龙门架结构的应力和位移。估计了约束类型和改变加载力位置对龙门吊梁产生Huber-Misses应力的影响。目的是确保在龙门起重机梁中产生的最大等效应力小于材料的强度,因为这样施工是安全的。

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