Parameter calibration method of clustered-particle logic concrete DEM model using BP neural network-particle swarm optimisation algorithm (BP-PSO) inversion method

被引:14
作者
Pan, Xupeng [1 ]
Niu, Yanwei [1 ]
Zhao, Yu [1 ,2 ]
Huang, Pingming [1 ]
Wu, Yizhen [1 ]
机构
[1] Chang An Univ, Sch Highway, Xian 710064, Shaanxi, Peoples R China
[2] Chang An Univ, Coll Future Transportat, Xian 710064, Shaanxi, Peoples R China
关键词
Discrete element method; Initiation damage; BP neural network; Particle swarm optimisation algorithm; Parameter sensitivity analysis; Concrete failure mechanism; INTERFACIAL TRANSITION ZONE; DISCRETE ELEMENT MODEL; CONTACT MODEL; NUMERICAL-SIMULATION; EXPERIMENTAL-DESIGN; TENSILE; BEHAVIOR; FAILURE; MICROPARAMETERS; FRAMEWORK;
D O I
10.1016/j.engfracmech.2023.109659
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A high precision back propagation neural network-particle swarm optimization (BP-PSO) algorithm inversion method is proposed to calibrate the microparameters of the clustered-particle logic concrete discrete element method model. The calibration targets include initial damage, failure mode, and mechanical properties of the material. The research utilise 243 training datasets generated through orthogonal experimental design and conducted simulations to train the BP neural network. In addition, a parameter sensitivity analysis is employed on the trained BP neural network to quantify the impact level of each microparameter and guide future macroparameter fine-tuning. The results indicate that the mean absolute percentage error of the BP-PSO inversion method is only 3.79%. This research also study on the concrete failure mechanism by using a mesoscale model based on clustered-particle logic, which considered concrete as a three-phase composite composed of mortar matrix, aggregates, and interfacial transition zone. The crack initiation, propagation and coalescence of DEM model show a good agreement with the experimental results.
引用
收藏
页数:18
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