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首页> 外文期刊>International Journal of Applied Engineering Research >The Development of a Test Stand for Developing Technological Operation 'Flotation and Separation of MD2. The Deposition of Nanostructures MD1' Produce Nanostructures with Desired Properties
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The Development of a Test Stand for Developing Technological Operation 'Flotation and Separation of MD2. The Deposition of Nanostructures MD1' Produce Nanostructures with Desired Properties

机译:用于开发技术操作的试验台的开发“浮选和分离MD2”。纳米结构MD1的沉积产生纳米结构具有所需性质

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Presented calculation of the stiffness and strength of the stand structure is carried out with the aim to find out the greatest deformation of the stand frame as of the weight of all elements that are hung on the frame, and stand on its own weight. The requirements for stiffness and strength of the stand design at work impose its mark when making design decisions. To substantiate a constructive solution, was analyzed the stiffness and strength of the structural elements of the stand. Use modern approach to perform engineering analysis of rigidity and strength of the developed design is the use of special software for the structural analysis of mechanisms. The project produced the calculation of strength and rigidity of the frame stand. The calculation is performed by the finite element method Ansys WorkBench v.14 system resources. We define the basic properties of the materials. The distribution of the absolute total deformation (displacement) shows that the weakest point is the average part of the vertical stand. The maximum displacement in the frame reach 0.29 mm. The resulting displacement did not exceed the permissible values. This structure has the necessary rigidity. Designed and calculated structure stand on the stiffness and strength, we can conclude that the structure in exploitation process will be operational.
机译:呈现的计算结构结构的刚度和强度的旨在能够找到架构框架的最大变形,因为夹在框架上的所有元件的重量,并掌握自己的重量。在制定设计决策时,工作台设计刚度和强度的要求施加了标记。为了证实建设性溶液,分析了支架的结构元件的刚度和强度。采用现代方法进行刚性和强度的工程分析,开发设计是使用特殊软件进行机制的结构分析。该项目生产了框架架的强度和刚度的计算。该计算由有限元方法ANSYS Workbench V.14系统资源执行。我们定义了材料的基本属性。绝对总变形(位移)的分布表明最弱的点是垂直架的平均部分。框架中的最大位移达到0.29 mm。由此产生的位移不超过允许值。该结构具有必要的刚性。设计和计算的结构矗立在僵硬和力量上,我们可以得出结论,开发过程中的结构将是运作的。

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