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首页> 外文期刊>Advances in civil engineering >Three-Dimensional Aerodynamic Optimization of Single-Layer Reticulated Cylindrical Roofs Subjected to Mean Wind Loads
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Three-Dimensional Aerodynamic Optimization of Single-Layer Reticulated Cylindrical Roofs Subjected to Mean Wind Loads

机译:单层网状圆柱形屋顶的三维空气动力学优化经受平均风荷载

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This paper presents a procedure to optimize the rise-to-span ratio of single-layer reticulated cylindrical roofs to improve their aerodynamic performance, by coupling the optimization method with computational fluid dynamics (CFD) and finite element analysis (FEA). Four turbulence models (standard k-ε, RNG k-ε, SST k-ω, and RSM) were used to predict the mean wind loads on cylindrical roofs. The simulation results were compared with wind tunnel data, and the RSM turbulence model was employed. The aim of this paper is to determine the best performing rise-to-span ratio of cylindrical roofs based on the gradient algorithm. Two objective functions were considered to minimize the highest mean suction on the roof surface and the maximum response displacement of the single-layer reticulated cylindrical shell subjected to mean wind loads. The results revealed that a cylindrical roof with a rise-to-span ratio (R/S) of 1/6.25 seems to be most effective in attenuating high suctions on the roof surface. In addition, a single-layer reticulated cylindrical shell with R/S?=?1/5.5 gives the best performance in reducing the maximum response displacement against wind loads.
机译:本文介绍了优化单层网状圆柱形屋顶的升高比率,通过耦合具有计算流体动力学(CFD)和有限元分析(FEA)的优化方法来改善单层网状圆柱形屋顶的升高比率。四种湍流模型(标准K-ε,rng k-ε,sstk-ω和RSM)用于预测圆柱形屋顶上的平均风载荷。将仿真结果与风洞数据进行比较,采用RSM湍流模型。本文的目的是基于梯度算法确定圆柱形屋顶的最佳升高比率。考虑了两个客观函数,以最小化车顶表面上的最高平均吸力和单层网状圆柱壳体经受平均风载的最大响应位移。结果表明,具有1 / 6.25的跨度比(R / S)的圆柱形屋顶似乎最有效地在屋顶表面上衰减高吸附液。另外,具有R / S的单层网状圆柱壳?= 1 / 5.5给出了降低风负荷的最大响应位移的最佳性能。

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