台风作用下悬挂网壳风荷载特性的数值模拟研究
doi: 10.13204/j.gyjz201506026
RESEARCH ON NUMERICAL SIMULATION OF WIND-LOAD ON SUSPENDED RETICULATED SHELL UNDER TYPHOON
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摘要: 为研究悬挂网壳结构在台风作用下风载荷的分布特性,应用Fluent软件和计算流体力学(CFD)技术,基于SST k-湍流物理模型和田浦湍流强度对其在不同台风工况作用下的风荷载分布规律进行数值模拟。通过分析不同风向角、不同仰角时网壳上、下表面风压分布的规律,对比数值模拟结果与GB 500092012《建筑结构荷载规范》中风载体型系数,得到在台风作用时数值模拟的平均风压系数大于规范中风载体型系数值。该结果对此类大跨度空间结构抗台风设计有一定参考价值。Abstract: In order to study the distribution characteristics of wind load of suspended latticed shell structure under typhoon,the Fluent software and computational fluid dynamics( CFD) technology was applied in this research. the numerical simulation of distribution law of wind load on shell structure under different working conditions of typhoon was carried out based on SST k - turbulence model and Tianpus turbulent intensity in this paper. And the distribution law of wind load under different wind directions and elevations was analyzed. The comparison of numerical simulation result and shape coefficient according to Load Code for Design of Building Structures ( GB 500092012) shows that the average wind pressure coefficient in numerical simulation was larger than the value of wind load shape coefficient in the load code. The result has certain reference for typhoon-resistant design of large-span spatial structure for references.
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Key words:
- typhoon effect /
- turbulent intensity /
- shape factor of wind load /
- numerical simulation
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