摘要
现有荷载规范中没有涉及横截面为长扁圆形的烟囱风荷载问题,通过商用软件Fluent求解Realizable形式的时均k-ε湍流模型,得到了长扁圆形烟囱宽面迎风、窄面迎风时表面压力。研究了多种风向角时烟囱的基底弯矩、底部最大正应力,研究发现风向角改变时烟囱底部最大正应力值也变化。其结果与风洞试验结论一致,可供修订风荷载规范时参考。
The wind load problem for long flat circular chimney is not involved in existing load code.A commercial computational software "Fluent" was employed to solve the time-averaged k-e turbulent flow model for Realizable form.The pressure distribution upon windward surface on the long fiat chimney was obtained for the wide-face and the narrow-face.The bending moment and maximum positive stress at the bottom of the chimney were studied.The maximum positive stress of the chimney at the bottom of the chimney was also changed when the direction of the wind changes.The wind direction was the worst when the wind direction was 750.The numerical simulations were consistent with the wind-tunnel experimental results.These discoveries can be used as a reference for the new version of the wind load criteria.
作者
袁艺宸
孙威
袁子厚
Yuan Yi-chen;Sun Wei;Yuan Zi-hou
出处
《建筑技术开发》
2018年第11期32-33,共2页
Building Technology Development
基金
山区桥梁结构与材料教育部工程研究中心(重庆交通大学)项目(QLGCZX-JJ2016-1)
湖北省数字化纺织装备重点实验室开放课题(DTL2016001
DTL2016003)
武汉纺织大学项目(201608006
201703002)