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基于粒子群优化-反向传播神经网络的薄壁结构损伤冲击载荷工况识别方法

Method for identifying the impact load condition of thin-walled structure damage based on PSO-BP neural network.

作者信息

Gu Jinyu, Song Xinxin, Chen Yongdang

机构信息

School of Mechanical and Electrical Engineering, 71179Xi'an Polytechnic University, Xi'an, China.

School of Mechanical Engineering, 56711Southwest Jiaotong University, Chengdu, China.

出版信息

Sci Prog. 2022 Jan-Mar;105(1):368504221079184. doi: 10.1177/00368504221079184.

Abstract

Thin-walled structures (TWS) were widely used in engineering equipment, and may be subjected to impact loads to produce different degrees of structural damage during application. However, it is a difficult problem to determine the impact load conditions for these structural damages. In this study, we developed a novel method of identifying the impact load condition of the thin-walled structure damage, which is based on particle swarm optimization-backpropagation (PSO-BP) neural network. First, the known impact position and velocity are applied to the finite element model (FEM) of the TWS to produce permanent plastic deformation, and to fit the characteristic shape of the deformation is needed by invoking the multivariate polynomial function. Then, the method is devoted to build a basic data set. With impact position and velocity as input and function coefficients as output, a model of extended PSO-BP neural network is established. Besides, the basic sample set is expanded to solve the lack of samples. Ultimately, utilizing the expanded total sample set as training data, function coefficients, impact position and velocity will be outputted. On the basis of the known functional coefficients of deformed surfaces, a model of predictive PSO-BP neural network is established and predicted. Furthermore, we predicted the collision position and velocity using a conventional BP neural network in the same way. Finally, the predicted impact position and velocity is compared with the analysis results of the FEM, which verifies that the PSO-BP neural network algorithm has high accuracy.

摘要

薄壁结构(TWS)在工程设备中广泛应用,在使用过程中可能会受到冲击载荷作用而产生不同程度的结构损伤。然而,确定这些结构损伤的冲击载荷条件是一个难题。在本研究中,我们开发了一种基于粒子群优化-反向传播(PSO-BP)神经网络识别薄壁结构损伤冲击载荷条件的新方法。首先,将已知的冲击位置和速度施加到薄壁结构的有限元模型(FEM)上,使其产生永久塑性变形,并通过调用多元多项式函数拟合变形的特征形状。然后,致力于构建一个基础数据集。以冲击位置和速度为输入,函数系数为输出,建立扩展PSO-BP神经网络模型。此外,对基础样本集进行扩充以解决样本不足的问题。最终,利用扩充后的总样本集作为训练数据,输出函数系数、冲击位置和速度。基于变形表面的已知函数系数,建立并预测PSO-BP预测神经网络模型。此外,我们以同样的方式使用传统BP神经网络预测碰撞位置和速度。最后,将预测的冲击位置和速度与有限元模型的分析结果进行比较,验证了PSO-BP神经网络算法具有较高的精度。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/8389/10450321/18b2fa78beba/10.1177_00368504221079184-fig1.jpg

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