Development of deep learning-based joint elements for thin-walled beam structures

被引:2
作者
Jeon, Jaemin [1 ,2 ]
Kim, Jaeyong [1 ,2 ]
Lee, Jong Jun [1 ,2 ]
Shin, Dongil [3 ]
Kim, Yoon Young [1 ,2 ]
机构
[1] Seoul Natl Univ, Dept Mech Engn, 1 Gwanak Ro, Seoul 08826, South Korea
[2] Seoul Natl Univ, Inst Adv Machines & Design, 1 Gwanak Ro, Seoul 08826, South Korea
[3] Delft Univ Technol, Fac Mech Maritime & Mat Engn, Mekelweg 5, NL-2628 CD Delft, Netherlands
关键词
Deep learning; Stiffness matrix; Eigendecomposition; Finite element analysis; HIGHER-ORDER BEAM; VIBRATION ANALYSIS; SHELL STRUCTURES; NEURAL-NETWORKS; DESIGN; MODEL; OPTIMIZATION; DEFORMATION; FORMULATION; BEHAVIOR;
D O I
10.1016/j.compstruc.2021.106714
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This study presents a new modeling technique to estimate the stiffness matrix of a thin-walled beam-joint structure using deep learning. When thin-walled beams meet at joints, significant sectional deformations occur, such as warping and distortion. These deformations should be considered in the one-dimensional beam analysis, but it is difficult to explicitly express the coupling relationships between the beams' deformations connected at the joint. This study constructed a deep learning-based joint model to predict the stiffness matrix of a higher-order one-dimensional super element that presents the relationships. Our proposition trains the neural network using the eigenvalues and eigenvectors of the joint's reduced stiffness matrix to satisfy the correct number of zero-strain energy modes overcoming the randomly perturbed error of the deep learning. The deep learning-based joint model produced compliance errors mostly within 2% for a given structural system and the maximum error of 4% in the worst case. The newly proposed methodology is expected to be widely applicable to structural problems requiring the stiffness of a reduction model. (C) 2021 The Author(s). Published by Elsevier Ltd.
引用
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页数:17
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