[1]李学德,秦景洪,赵津磊,等.基于有限元仿真的闸室结构内力计算分析[J].江苏水利,2020,(10):10-14.
　LI Xuede,QIN Jinghong,ZHAO Jinlei,et al.Calculation and analysis of internal force of lock chamber structure based on finite element simulation[J].JIANGSU WATER RESOURCES,2020,(10):10-14.
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基于有限元仿真的闸室结构内力计算分析()
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《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2020年10期
页码:
10-14
栏目:
水利规划与设计
出版日期:
2020-10-29

文章信息/Info

Title:
Calculation and analysis of internal force of lock chamber structure based on finite element simulation
文章编号:
1007-7839(2020)10-0010-05
作者:
李学德1;  秦景洪1; 2;  赵津磊1;  张孟颖1;  蒋文志1
1.江苏省水利勘测设计研究院有限公司, 江苏 扬州 225127; 2.扬州大学 水利科学与工程学院, 江苏 扬州 225009
Author(s):
LI Xuede1;  QIN Jinghong1; 2;  ZHAO Jinlei1;  ZHANG Mengying1;  JIANG Wenzhi1
1.Jiangsu Provincial Water Conservancy Survey and Design Institute Co., Ltd., Yangzhou 225127, China; 2.College of Hydraulic Science and Engineering, Yangzhou University, Yangzhou 225009, China
关键词:
水闸;  有限元;  接触单元;  非线性
Keywords:
sluice;  finite element;  contact unit;  nonlinear
分类号:
TV222.1
文献标志码:
B
摘要:
结构应力计算在混凝土结构设计中占据重要地位,针对拆除重建地基上的水闸结构设计,建立闸室与地基土结构有限元模型,借助ANSYS中接触单元模拟底板与地基接触面进行非线性分析。对不同工况分别进行仿真计算,分析闸室位移及结构应力情况。
Abstract:
Structural stress calculation occupies an important position in the design of concrete structures. For the design of the sluice structure on the demolition and reconstruction of the foundation, a finite element model of the sluice chamber and the foundation soil structure was established, and the contact element in ANSYS was used to simulate the contact surface between the bottom plate and the foundation for nonlinear analysis. The displacement and structural stress of sluice chamber were analyzed by simulation calculation under different working conditions.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2020-07-10
作者简介:李学德(1987—),男,工程师,硕士,研究方向为水工结构设计。E-mail:417389672@qq.com
更新日期/Last Update: 2020-10-20