Optimization inversion for mechanical parameters of concrete dam based on GA-APSO mixed penalty model

被引:6
作者
Wei, Bowen [1 ,2 ]
Xu, Zhenkai [1 ]
Li, Huokun [1 ]
Jiang, Zhenxiang [1 ]
Peng, Shengjun [3 ]
机构
[1] School of Civil Engineering and Architecture, Nanchang University, Nanchang
[2] College of Water Conservancy and Hydropower, Hohai University, Nanjing
[3] Jiangxi Provincial Institute of Water Science, Nanchang
来源
Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology) | 2015年 / 46卷 / 11期
基金
中国国家自然科学基金;
关键词
Concrete dam; Genetic algorithm; Mixed penalty function; Optimization inversion; Particle swarm optimization;
D O I
10.11817/j.issn.1672-7207.2015.11.031
中图分类号
学科分类号
摘要
Based on the method of mixed penalty function and considering the multi-objective optimization problem in the back analysis of rheological parameter of concrete dam, a new unconstrained single-objective optimization function was built. In order to offset the disadvantages of low searching efficiency in traditional optimization algorithm, the particle swarm optimization(PSO), which introducing self-adaptive factor and genetic algorithm(GA) were hybridized to construct a new global optimization inversion method according to their compatibility and algorithm complementary. This inversion method was established on a self-adaptive genetic particle swarm algorithm(GA-APSO), and the program of back analysis was coded, in which ANSYS finite element program was embedded as a module. The results of fore analysis and back analysis to the dam show that the optimization inversion method possesses good global search capability, a faster convergence rate and higher dam optimization inversion efficiency. This method can be applied to other dam types and the mechanical parameters of rock slope. © 2015, Central South University of Technology. All right reserved.
引用
收藏
页码:4211 / 4217
页数:6
相关论文
共 16 条
[1]  
Gu C., Wu Z., Safety Monitoring of Dam Foundations: Theories & Methods and Their Application, pp. 194-197, (2006)
[2]  
Xiang Y., Su H., Wu Z., Inverse analysis of mechanical parameters based on dam safety monitoring data, Journal of Hydraulic Engineering, 8, pp. 98-102, (2004)
[3]  
Zhong D., Cheng L., Bao T., Et al., Integrated parameter inversion analysis method of a CFRD based on multi-output support vector machines and the clonal selection algorithm, Computers and Geotechnics, 47, pp. 68-77, (2013)
[4]  
Cao L., Zhan Z., Han Y., Deformation prediction and inversion of shuibuya project based on artificial neural network and genetic algorithm, Applied Mechanics and Materials, 170, pp. 2115-2118, (2012)
[5]  
Qi Z., Jiang Q., Zhou C., Et al., A new slope displacement back analysis method based on v-SVR and MVPSO algorithm and its application, Chinese Journal of Rock Mechanics and Engineering, 32, 6, pp. 1185-1196, (2013)
[6]  
Zhao D., Zhang Z., Chen J., A combined application of particle swarm optimization algorithm and ADINA for parametric inversion of earth-rock, Advances in Science and Technology of Water Resources, 32, 3, pp. 43-47, (2012)
[7]  
Wei B., Xu Z., Xu B., Viscoelasto-plastic rheological model of effect zone for RCCD, Journal of Hydraulic Engineering, 43, 9, pp. 1097-1102, (2012)
[8]  
Gu C., Li B., Yu H., Et al., Back analysis of mechanical parameters of roller compacted concrete dam, Sci China: Tech Sci, 40, 6, pp. 651-656, (2010)
[9]  
Gong X., Gu C., Parameter inversion analysis of Shuikou Dam Body based on improved particle swarm optimization algorithm, Water Resources and Power, 28, 2, pp. 72-74, (2010)
[10]  
Chen Y., Zhou C., Back analysis on elasto-plastic mechanic parameters of rock foundation of Geheyan Dam during running period, Chinese Journal of Rock Mechanics and Engineering, 21, 7, pp. 968-975, (2002)