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Structural Design and Analysis of Aluminum Dome for Caofeidian Coal Storage

机译:Caofeidian煤炭铝穹顶结构设计与分析

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The upper part of Caofeidian coal-storage dome is an aluminum shell with an approximately hemispherical shape, which is covered with aluminum alloys plate. The capsule is made of aluminum alloys material, and its span is 125 meters. In the design, according to TEMCOR joint, the finite element software MIDAS was used to create accurate geometry and analysis models of aluminum alloys single layer latticed dome structures. By considering the combination of dead loads, live loads, snow load, wind load, temperature effect and other working conditions, we summarized the material consumption of the structures and also studied the structural internal force, deformation and stiffness. In addition, seismic dynamic loads in two different directions X and Y were applied to the structure. The structural seismic performance under two modes was studied through the structural mode analysis of the vibration frequency. The single layer dome was controlled by the stability. The three-dimensional frame element model was set up in ANSYS, and the eigenvalue buckling analysis was carried out. With the geometrical nonlinear finite element method, the stability coefficient and the weak parts of the structure were obtained considering initial imperfections and material nonlinear.
机译:Caofeidian煤炭穹顶的上部是一种铝壳,具有近似半球形,其覆盖着铝合金板。胶囊由铝合金材料制成,其跨度为125米。在设计中,根据Temcor联合,MIDAS的有限元软件用于创建精确的几何形状和分析型号的铝合金单层格子圆顶结构。通过考虑死载,活载,雪载,风力负荷,温度效应等工作条件的组合,我们总结了结构的材料消耗,并研究了结构内力,变形和刚度。另外,将两个不同方向x和y的地震动态载荷应用于结构。通过振动频率的结构模式分析研究了两种模式下的结构抗震性能。单层圆顶由稳定性控制。在ANSYS中设置了三维框架元件模型,并进行了特征值屈曲分析。利用几何非线性有限元方法,考虑初始缺陷和材料非线性,获得了稳定系数和结构的弱部件。

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