松花江大顶子山弧形钢闸门静力数值仿真  

Static numerical simulation of gate steel arc in Songhua River,Dadingzi Mountain

作　　者：谢博群 崔洪斌[1] 于泉海 姚德 XIE Boqun CUI Hongbin YU Quanhai YAO De(College of Shipbuilding Engineering, Harbin Engineering University, Harbin 150001, China Heilongjiang Water Transportation Construction Development Co. ,Ltd. ,Harbin 150020 ,China)

机构地区：[1]哈尔滨工程大学船舶工程学院,黑龙江哈尔滨150001 [2]黑龙江水运建设发展有限公司,黑龙江哈尔滨150020

出　　处：《邵阳学院学报（自然科学版）》2016年第4期76-81,共6页Journal of Shaoyang University：Natural Science Edition

摘　　要：针对松花江大顶子山弧形钢闸门结构特点与承载特性,采用通用有限元分析软件ANSYS,建立有限元模型。根据该闸门的实际工作状态与当地水文资料确定正常运营情况下的极限工况组合并计算结构响应。根据结构响应分析弧形钢闸门结构强度、刚度以及稳定性,为闸门的使用和日常管理提供数据支持。计算结果表明,在正常运营情况下闸门的强度、刚度与稳定性均具有一定的安全冗余。According to the structural features and bearing characteristic of steel arc gate in Songhua River, Dadingzi Mountain, the finite element analysis software ANSYS was used as creating the finite element model. The extreme condition combination and calculated structural response under the normal situation were de- termined by the working condition of the gate and the local hydrological data. The calculated structural response could be used as assessing the structural strength, rigidity and stability of the gate and providing data to support their use and daily management. The calculation results indicated that the strength, rigidity and stability of the gate had safety redundancy to some extent.

关 键 词：大顶子山 弧形钢闸门 ANSYS 数值仿真 

分 类 号：TV663[水利工程—水利水电工程]