[1]高 卓,胡友安*.船闸三角门静力数值分析[J].江苏水利,2017,(08):38-42.
 GAO Zhuo,HU Youan*.Numerical analysis on static force of triangular lock gate[J].JIANGSU WATER RESOURCES,2017,(08):38-42.
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船闸三角门静力数值分析()
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《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2017年08期
页码:
38-42
栏目:
工程建设
出版日期:
2017-08-23

文章信息/Info

Title:
Numerical analysis on static force of triangular lock gate
文章编号:
1007-7839(2017)08-0038-05
作者:
高 卓胡友安*
河海大学 机电工程学院,江苏 常州 213022
Author(s):
GAO ZhuoHU Youan*
College of Mechanical & Electrical Engineering,Hohai University,Changzhou 213022,Jiangsu
关键词:
三角门空间有限元法静力分析ANSYS船闸
Keywords:
triangular lock gatespatial finite element methodstatic force analysisANSYSlock
分类号:
[TV691]
文献标志码:
B
摘要:
以滁河汊河集船闸为研究背景,基于有限元分析软件ANSYS,建立了下闸首三角门的有限元模型。详细介绍了三角门的空间结构,综合考虑水压和闸门自重等主要载荷影响,利用空间有限元法对闸门在防洪水位、通航水位和蓄水位情况下进行静力学分析,提取危险工况下闸门支座反力、应力及变形结果,经过强度、刚度和稳定性验算后得出三角门结构设计合理并满足规范要求的结论。
Abstract:
Taking Chaheji lock as a research background, a finite element model of triangular lock gate was established based on the finite element analysis software ANSYS.The spatial structure of triangle gate was introduced in detail.Considering the major load effects like pressure and gate weight comprehensively, the spatial finite element method was used to analyze static force on the lock gate in the condition of flood control level,navigable stage and pool level.The reaction force, gate bearing stress and deformation results of the support under dangerous condition were extracted.After checking the strength, rigidity and stability, the conclusion that the design of triangular lock gate was reasonable and satisfied wit h specification requirements was summed up.

参考文献/References:

[1] 迟朝娜.船闸三角闸门结构的空间有限元分析[D].南京: 河海大学,2007.
[2] SL74-95,水利水电工程钢闸门设计规范[S].
[3] 安徽省水利局勘测设计院.水工钢闸门设计[M].北京: 水利水电出版社,1980.
[4] JTJ 308-2003,船闸闸阀门设计规范[S].
[5] 曹平周,朱召全.钢结构[M].北京: 科学技术文献出版社,1999.

备注/Memo

备注/Memo:
作者简介:高卓(1993-),男,硕士研究生,研究方向为钢结构。
通讯作者:胡友安(1963-),男,教授,研究方向为计算力学与机械设计。
更新日期/Last Update: 2017-08-15