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冷却塔的有限元结构分析 被引量:4

Finite Element Analysis of Cooling Tower's Structure
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摘要 应用ANSYS软件对国内最高自然通风冷却塔进行有限元分析,对其在风载、自重及温度载荷的作用下进行了子午向内力、环向内力、子午向弯矩、环向弯矩随塔高度的变化的计算分析及线性稳定性分析。计算结果对设计与建造冷却塔具有一定的指导作用。 The commercial software ANSYS is used to built in China. Internal force and moment which are analyze the highest natural draft cooling tower which was created due to wind, self-weight and temperature in the meridian, circle orient of the tower are calculated and the linear stability is analyzed . The result is varied with the height and is very useful for design and building of the cooling tower.
出处 《武汉工业学院学报》 CAS 2008年第3期31-34,共4页 Journal of Wuhan Polytechnic University
关键词 自然通风冷却塔 有限元 线性稳定性 natural draft cooling tower finite element method linear stability
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参考文献4

  • 1Krivoshapko S N. Static, Vibration and Buckling Analyses and Applications to One-sheet Hyperbolic Shells of Revolution [ J ]. ASME Applied Mechanics Review,2002,55:241-270.
  • 2北京大学固体力学教研室.旋转壳应力分析[M].北京:水利水电出版社,1979.
  • 3Dieter Busch. New Natural Draft Cooling Tower of 200m of Height [ J ]. Engineering Structures, 2002,24 : 1509-1521.
  • 4GB/T 50102-2003,工业循环水冷却设计规范[S].

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