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大跨度平面闸门的自振特性研究
引用本文:谢智雄,贺高年,黄峻,周建方.大跨度平面闸门的自振特性研究[J].中国农村水利水电,2006,0(6):69-72.
作者姓名:谢智雄  贺高年  黄峻  周建方
作者单位:1. 河海大学机电工程学院,江苏,常州,213022
2. 广东省水利电力勘测设计研究院,广州,510170
摘    要:以西南水闸的动力学问题为背景,考虑水体对闸门自振特性的影响,应用ANSYS软件对大跨度平面闸门的自振特性进行了详细的分析研究。结果表明:按平面简支梁与按空间结构计算的结果存在一定差异,流固耦合效应对闸门结构自振特性的影响不容忽视,闸门边界约束情况对其自振特性有一定影响,改善闸门结构设计方案能提高闸门的抗振性能,该结果对同类闸门结构的设计计算有参考意义。

关 键 词:平面闸门、自振特性、流固耦合、有限元、ANSYS
文章编号:1007-2284(2006)06-0069-04
收稿时间:2005-09-09
修稿时间:2005年9月9日

Study on the Self-vibration Characteristics of Long-span Plane Gate
XIE Zhi-xiong,HE Gao-nian,HUANG Jun,ZHOU Jian-fang.Study on the Self-vibration Characteristics of Long-span Plane Gate[J].China Rural Water and Hydropower,2006,0(6):69-72.
Authors:XIE Zhi-xiong  HE Gao-nian  HUANG Jun  ZHOU Jian-fang
Abstract:In this paper,the software ANSYS is applied to study in detail the self-vibration characteristics of long-span plane gate with consideration of the effect of fluid-structure coupling against the background of sluices dynamic problems in the southwestern China.The results show that there is difference between the calculation by the model of girder and that of space structure.Therefore,the effect of fluid-structure coupling can't be neglected,boundary conditions of gate structure also have affect on the self-vibration characteristics,and the anti-vibration can be strengthened through improvement of structure design can.The study conclusion is valuable for design and calculation of similar gate structure.
Keywords:ANSYS
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