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Strength analysis and modal analysis for the load-bearing structure of the equipment for opening and compartmentalizing watering furrows, using 1D

机译:使用1D的开放式和卧式浇水沟渠承载结构的强度分析和模态分析

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The paper proposes the analysis of the load-bearing structure of the equipment for opening and compartmentalizing watering furrows (EOCFW), using a 3D structural model, built with 1D finite element. Based on information from the experimental results of the EOCFW equipment, the load-bearing structure is supported and loaded. The results of the linear static analysis of the structure consist of the distributions of the relative displacement fields and the equivalent voltage in the structure. Also, the own frequencies of the structure and the deformed forms of the structure are obtained when it vibrates in its own ways with the lowest own frequencies. It shows how these results can be used. The field of relative displacements is used to assess the effects on the quality of the soil processing performed. The equivalent stress field is used to estimate the safety factor of the structure, by reference to the flow stress of the material from which the structure is built. The first four or five own frequencies are important for the prognosis of possible vibration regimes with resonance, their explanation and their amelioration. It emphasizes the ease with which the model can be modified to obtain improved or even optimized variants.
机译:本文提出了使用3D结构模型的开口和划分浇水沟(EoCFW)的设备的承载结构分析,采用3D结构模型。基于来自Eocfw设备的实验结果的信息,负载和装载承载结构。该结构的线性静态分析的结果包括相对位移场的分布和结构中的等效电压。而且,当其自身频率以自行方式振动时,获得结构的自身频率和结构的变形形式。它显示了如何使用这些结果。相对位移领域用于评估对所执行的土壤处理质量的影响。相应的应力场用于估计结构的安全系数,通过参考构建结构的材料的流量应力来估计结构的安全系数。前四个或五个自己的频率对于具有共振,其解释及其改善的可能振动制度的预后很重要。它强调可以修改模型以获得改进甚至优化的变体的轻松。

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