A data-driven approach for instability analysis of thin composite structures

被引:12
作者
Bai, Xiaowei [1 ]
Yang, Jie [1 ]
Yan, Wei [1 ]
Huang, Qun [1 ]
Belouettar, Salim [2 ]
Hu, Heng [1 ]
机构
[1] Wuhan Univ, Sch Civil Engn, 8 South Rd East Lake, Wuhan 430072, Peoples R China
[2] Luxembourg Inst Sci & Technol, 5, Ave Hauts-Fourneaux, L-4362 Esch Sur Alzette, Luxembourg
关键词
Buckling; Instability; Structural-genome-driven; Data-driven; DOUBLE SCALE ANALYSIS; FINITE-ELEMENT; FE2; HOMOGENIZATION;
D O I
10.1016/j.compstruc.2022.106898
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper aims to propose a data-driven computing algorithm integrated with model reduction tech-nique to conduct instability analysis of thin composite structures. The data-driven computing method was originally introduced by Kirchdoerfer and Ortiz (2016), whose basic idea lies in directly employing the stress and strain sets to drive the mechanical simulation, thus eliminating the material modeling error and uncertainty. By introducing the Euler-Bernoulli beam theory into data-driven computing, the one-dimensional reduced beam model is adopted by the herein proposed approach, namely structural-genome-driven (SGD) computing. In this manner, not only the integration points number but also the database phase space dimensions will be decreased, thereby enhancing the computational efficiency for structural analysis. Besides, the weight coefficient settings in data-driven penalty function are deter-mined by the locally tangent linear material behavior of the data sets and are updated for each integra-tion point during data-driven iterations. Several demonstrative numerical tests are performed to validate the robustness and effectiveness of the proposed method in predicting buckling path and bifurcation point.(c) 2022 Elsevier Ltd. All rights reserved.
引用
收藏
页数:14
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