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U型渡槽参数化有限元建模与智能优化设计研究
引用本文:张建华,李静,林潮宁,黄永涛,李同春.U型渡槽参数化有限元建模与智能优化设计研究[J].河海大学学报(自然科学版),2022,50(5):75-81.
作者姓名:张建华  李静  林潮宁  黄永涛  李同春
作者单位:中铁水利水电规划设计集团有限公司,江西 南昌 330029;河海大学水利水电学院,江苏 南京 210098;河海大学土木与交通学院,江苏 南京210098
基金项目:国家重点研发计划 (2018YFC0407102);江苏省卓越博士后计划
摘    要:为推动U型渡槽的结构优化设计更好地向智能化、自动化发展,建立了一套结合参数化有限元分析程序及智能优化算法程序的结构优化设计系统。基于自主研发的大型有限元通用程序HSNAP,开发了参数化建模程序模块,实现了渡槽三维设计模型的参数化描述;结合多核并行技术,编制了并行化鲸鱼优化算法程序进行优化计算。结合某灌区U型渡槽工程,以混凝土用量最低为优化目标,采用所提出的结构优化设计系统对渡槽结构尺寸参数进行优化,分析结果表明,与原设计方案相比,优化方案能够满足结构的安全要求,并具有显著的经济效益。

关 键 词:U型渡槽  参数化建模  鲸鱼优化算法  并行化计算  惩罚函数法  结构优化设计
收稿时间:2021/9/15 0:00:00

Study on parametric finite element modelling and intelligent optimal design of U-shaped aqueduct
ZHANG Jianhu,LI Jing,LIN Chaoning,HUANG Yongtao,LI Tongchun.Study on parametric finite element modelling and intelligent optimal design of U-shaped aqueduct[J].Journal of Hohai University (Natural Sciences ),2022,50(5):75-81.
Authors:ZHANG Jianhu  LI Jing  LIN Chaoning  HUANG Yongtao  LI Tongchun
Institution:China Railway Water Resources and Hydropower Planning and Design Group Co., Ltd., Nanchang 330029, China;College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China;College of Civil and Transportation Engineering,Hohai University, Nanjing 210098, China
Abstract:In order to promote the intelligent and automatic development of optimal design of U-shaped aqueduct, a structural optimal design system for the U-shaped aqueduct was proposed, which combines the parametric finite element program and the intelligent optimization algorithm. Firstly, based on the large-scaled finite element program HSNAP, a parametric modelling module was developed for establishing 3D parametric model of aqueduct. Then, the paralleled whale optimization algorithm was implemented with the multi-core parallelization technology for the optimization. Taking a U-shaped aqueduct project as an example, under the condition that the strength and geometric constraints of aqueduct were satisfied, the geometric parameters of aqueduct were optimized with the minimum amount of concrete as the optimization objective. The results show that the optimized scheme can meet the safety requirements of the structure and has significant economic benefits compared with the original design scheme.
Keywords:U-shaped aqueduct  parametric modelling  whale optimization algorithm  parallel computing  penalty function method  structural optimal design
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