Research of the crack problem of a functionally graded layer

被引:1
|
作者
Yaylaci, Murat [1 ]
Yaylaci, Ecren Uzun [2 ]
Turan, Muhittin [3 ]
Ozdemir, Mehmet Emin [4 ]
Ozturk, Sevval [1 ]
Ay, Sevil [5 ]
机构
[1] Recep Tayyip Erdogan Univ, Dept Civil Engn, TR-53100 Rize, Turkiye
[2] Recep Tayyip Erdogan Univ, Fac Engn & Architecture, TR-53100 Rize, Turkiye
[3] Bayburt Univ, Dept Civil Engn, TR-69010 Bayburt, Turkiye
[4] Cankiri Karatekin Univ, Dept Civil Engn, TR-18100 Cankiri, Turkiye
[5] Artvin Coruh Univ, Dept Civil Engn, TR-08100 Artvin, Turkiye
来源
STEEL AND COMPOSITE STRUCTURES | 2024年 / 50卷 / 01期
关键词
artificial neural network; finite element method; fracture mechanics; functionally graded layer; stress intensity factor; ARTIFICIAL NEURAL-NETWORK; FINITE-ELEMENT-ANALYSIS; CONTACT PROBLEM; EDGE CRACK; OPTIMIZATION; COLUMN; PLATES; BEAM;
D O I
10.12989/scs.2024.50.1.077
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, the two-dimensional crack problem was investigated by using the finite element method (FEM)based ANSYS package program and the artificial neural network (ANN) -based multilayer perceptron (MLP) method. For this purpose, a half -infinite functionally graded (FG) layer with a crack pressed through two rigid blocks was analyzed using FEM and ANN. Mass forces and friction were neglected in the solution. To control the validity of the crack problem model exercised, the acquired results were compared with a study in the literature. In addition, FEM and ANN results were checked using Root Mean Square Error (RMSE) and coefficient of determination (R2), and a well agreement was found. Numerical solutions were made considering different geometric parameters and material properties. The stress intensity factor (SIF) was examined for these values, and the results were presented. Consequently, it is concluded that the considered non -dimensional quantities have a noteworthy influence on the SIF. Also FEM and ANN can be logical alternative methods to time-consuming analytical solutions if used correctly.
引用
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页码:77 / 87
页数:11
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