Volume 42 Issue 1
Jan.  2022
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WANG Qinghua, XU Feng, GUO Weiguo. A method of geometry optimization for dynamic tensile specimen based on artificial neural network and genetic algorithm[J]. Explosion And Shock Waves, 2022, 42(1): 014201. doi: 10.11883/bzycj-2021-0218
Citation: WANG Qinghua, XU Feng, GUO Weiguo. A method of geometry optimization for dynamic tensile specimen based on artificial neural network and genetic algorithm[J]. Explosion And Shock Waves, 2022, 42(1): 014201. doi: 10.11883/bzycj-2021-0218

A method of geometry optimization for dynamic tensile specimen based on artificial neural network and genetic algorithm

doi: 10.11883/bzycj-2021-0218
  • Received Date: 2021-05-28
  • Rev Recd Date: 2021-09-10
  • Available Online: 2021-12-17
  • Publish Date: 2022-01-20
  • The split Hopkinson tensile bar is one of the most commonly used apparatuses to test the dynamic tensile mechanical properties of materials at the high strain rates from 102 s−1 to 103 s−1, in which the specimens with a dog-bone shape are usually used. The dimensions of the specimen used are critical to ensure the basic assumptions during dynamic tensile process, such as one-dimensional stress state and uniform deformation of the specimen etc. And whether these assumptions can be satisfied would affect the measurement accuracy of the dynamic tensile properties directly. So, it is urgent to study the influence of the specimen structural parameters on the stress and deformation states of the specimen during the dynamic tensile tests. At the same time, developing and establishing an effective method which can realize the global optimization of specimen structural parameters in the entire parameter space is crucial. In order to actualize the above research objectives, indicators which can quantify the measurement accuracy of the dynamic tensile tests were firstly proposed, namely the time required to reach the stress equilibrium, the deformation uniformity, the relative level of the non-axial stress, and the relative deformation of the transition zones. Orthogonal tests with 6 factors and 5 levels were then designed for the important structural parameters of the dog-bone shaped sheet tensile specimens. According to the rules of the orthogonal test design, 25 dynamic tensile specimens with different structural dimensions were obtained. The commercial finite element software ABAQUS/Explicit was used to establish a finite element model of the split Hopkinson tensile bar, and dynamic tensile test simulations were performed on the dynamic tensile specimens obtained from the orthogonal test design. An orthogonal test dataset with the specimen structural parameters as the input and the measurement accuracy indicators as the output was then constructed. Multi-objective orthogonal test matrix analysis was carried out on the orthogonal test dataset to obtain the influence order as well as the influence law of the structural parameters of the tensile specimens on the measurement accuracy indicators of tests. Taking the orthogonal test dataset as the training dataset, an artificial neural network (ANN) model was used to fit the nonlinear relationship which can predict the measurement accuracy indicators of the test by using the structural parameters of the specimen, and then the fitness function in the genetic algorithm (GA) was established by using this model. Finally, the structural parameters of the dynamic tensile specimen were optimized using the ANN-GA collaborative optimization method, and the optimal structural dimensions of the dynamic tensile specimen were obtained as the result of the optimization. Finite element simulation results show that the optimal structural dimensions obtained by the ANN-GA optimization method are valid. The results of this study demonstrate the practicability and effectiveness of the ANN-GA method in the structural optimization of dynamic tensile specimens. On the other hand, it can provide guidance for the specimen design in the dynamic tensile mechanical properties tests of materials, and can also provide a reference for the validity analysis of the experimentally measured mechanical properties.
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