2020
DOI: 10.12913/22998624/120989
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Neural Networks in Crashworthiness Analysis of Thin-Walled Profile with Foam Filling

Abstract: This article presents the numerical tests of thin-walled compressed columns with a square cross-section. The crush efficiency indicators were determined using the finite element method (Abaqus) and neural networks of MLP. The models had a constant circular trigger, with a diameter of 32 mm. During dynamic analysis, the samples were loaded with 1700 J. The numerical models were filled with aluminum foam from 40 mm to 180 mm every 20 mm. The study presents the conclusions for the thin-walled models with crushabl… Show more

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Cited by 15 publications
(9 citation statements)
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“…The values of the weights can be changed; this allows the network to learn and adapt to the considered task. The activation level thus determined becomes the argument of the transition function (activation function), which calculates the output value of the neuron [ 74 , 75 ]. The most common type of networks are the MLP (Multilayer Perceptron) [ 76 , 77 ] and RBF (Radial Basis Function) neural networks.…”
Section: Methodsmentioning
confidence: 99%
“…The values of the weights can be changed; this allows the network to learn and adapt to the considered task. The activation level thus determined becomes the argument of the transition function (activation function), which calculates the output value of the neuron [ 74 , 75 ]. The most common type of networks are the MLP (Multilayer Perceptron) [ 76 , 77 ] and RBF (Radial Basis Function) neural networks.…”
Section: Methodsmentioning
confidence: 99%
“…Among the different types of neural networks, one of the most popular is the multilayer perceptron (MLP). It is characterized by a layered arrangement of neurons and unidirectional data flow (from input to output) without feedback [ 114 , 115 ]. The training of MLP-type networks is possible by using the backward error propagation method.…”
Section: Methodsmentioning
confidence: 99%
“…However, a large number of experimental tests is often infeasible, for example, because of the constraints of time and costs. One of the solutions can be the application of computer methods, such as the finite element method (FEM) [25][26][27][28][29][30], the boundary element method (BEM) [31][32][33][34], predictive modelling [35][36][37][38][39], and data analytics [40][41][42][43][44][45]. Mathematical modelling with a modest dataset acquired may help to determine the relationships between the individual parameters and mechanical properties, to identify the most promising direction of research, to reduce the number of physical tests, and to markedly reduce the time and costs of research.…”
Section: Introductionmentioning
confidence: 99%