Numerical Investigation of Wind Pressure Coefficients on Different Scallop Dome Configurations

Camila C. Guerra, M. de Campos
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Abstract

The effects of the action of wind on scallop domes were numerically investigated using the software Ansys, as well the interference of the neighborhood on the external pressure coefficient and the streamlines between geometrically identical domes. The influence of the proportion on the neighborhood interference in scallop domes and the variations in the dimensions of the structures on the pressure coefficients and streamlines were also investigated. Five simulations were analyzed involving six-grooved domes and geometry height variations for validation. The numerically obtained coefficients were compared with values in the literature. Other applications investigated the influence of grooves on the external pressure coefficient and the effect of wind on the grooved domes. Another application analyzed the interference of the neighborhood on the external pressure coefficients and streamlines between three geometrically identical domes and, finally, the influence of the proportion in the study of the interference of the neighborhood. Here, the variations in the dimensions of the structure affected the pressure coefficients and the streamlines were analyzed. It was possible to verify the versatility and efficiency of the computational method used in the analysis of the action of wind.
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扇贝圆顶不同结构风压系数的数值研究
利用Ansys软件对风对扇贝穹顶的影响进行了数值模拟,并分析了邻域的干扰对扇贝穹顶外压系数和几何相同穹顶间流线的影响。本文还研究了扇贝穹顶结构中比例对邻域干涉的影响,以及结构尺寸变化对压力系数和流线的影响。分析了涉及六槽圆顶和几何高度变化的五个模拟,以验证其有效性。数值计算得到的系数与文献中的值进行了比较。其他应用研究了沟槽对外部压力系数的影响以及风对沟槽圆顶的影响。另一个应用分析了邻域干涉对三个几何相同的圆顶之间的外压系数和流线的影响,最后分析了邻域干涉研究中比例的影响。分析了结构尺寸的变化对压力系数和流线的影响。这有可能验证用于风作用分析的计算方法的通用性和效率。
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