Details
Originalsprache | Englisch |
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Titel des Sammelwerks | Advances in Engineering Research and Application |
Untertitel | Proceedings of the International Conference on Engineering Research and Applications, ICERA 2022 |
Herausgeber/-innen | Duy Cuong Nguyen, Ngoc Pi Vu, Banh Tien Long, Horst Puta, Kai-Uwe Sattler |
Erscheinungsort | Cham |
Herausgeber (Verlag) | Springer Science and Business Media Deutschland GmbH |
Seiten | 806-822 |
Seitenumfang | 17 |
ISBN (elektronisch) | 978-3-031-22200-9 |
ISBN (Print) | 9783031221996 |
Publikationsstatus | Veröffentlicht - 2023 |
Veranstaltung | 5th International Conference on Engineering Research and Applications, ICERA 2022 - Thai Nguyen, Vietnam Dauer: 1 Dez. 2022 → 2 Dez. 2022 |
Publikationsreihe
Name | Lecture Notes in Networks and Systems |
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Band | 602 LNNS |
ISSN (Print) | 2367-3370 |
ISSN (elektronisch) | 2367-3389 |
Abstract
The study introduces the formulation of the radial basis function-based finite element method (RBF-FEM) for bending, free vibration, and buckling analysis of Mindlin-Reissner laminated composite plates by first-order shear deformation theory. The method utilizes the radial basis functions to construct the shape functions from the finite nodes. Compared with the conventional finite element method (FEM), the present RBF-FEM obtains the shape functions with simplicity, especially when the number of element nodes is increasing. The proposed RBF-FEM eight-node element (RBF-FEM-8) is utilized. By applying the Gauss point reduction technique, the method could solve the thick and thin laminated composite plates with high accuracy, quick convergence, reducing mesh size in discretization, and could remove the shear locking phenomenon. Several numerical example studies of the thick and thin Mindlin-Reissner plates with the difference in geometries (including line and curve boundary edges), oriented layers, edge boundary conditions, Young’s modulus ratio, length-to-thickness ratio, are carried out. The results are then compared with other numerical methods and analytical solutions.
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Steuerungs- und Systemtechnik
- Informatik (insg.)
- Signalverarbeitung
- Informatik (insg.)
- Computernetzwerke und -kommunikation
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- BibTex
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Advances in Engineering Research and Application: Proceedings of the International Conference on Engineering Research and Applications, ICERA 2022. Hrsg. / Duy Cuong Nguyen; Ngoc Pi Vu; Banh Tien Long; Horst Puta; Kai-Uwe Sattler. Cham: Springer Science and Business Media Deutschland GmbH, 2023. S. 806-822 (Lecture Notes in Networks and Systems; Band 602 LNNS).
Publikation: Beitrag in Buch/Bericht/Sammelwerk/Konferenzband › Aufsatz in Konferenzband › Forschung › Peer-Review
}
TY - GEN
T1 - Radial Basis Function Based Finite Element Method for Bending, Vibration and Buckling Analysis of Laminated Composite Mindlin-Reissner Plates
AU - Kien, D. Nguyen
AU - Chen, Xuefeng
AU - Zhuang, Xiaoying
AU - Rabczuk, Timon
PY - 2023
Y1 - 2023
N2 - The study introduces the formulation of the radial basis function-based finite element method (RBF-FEM) for bending, free vibration, and buckling analysis of Mindlin-Reissner laminated composite plates by first-order shear deformation theory. The method utilizes the radial basis functions to construct the shape functions from the finite nodes. Compared with the conventional finite element method (FEM), the present RBF-FEM obtains the shape functions with simplicity, especially when the number of element nodes is increasing. The proposed RBF-FEM eight-node element (RBF-FEM-8) is utilized. By applying the Gauss point reduction technique, the method could solve the thick and thin laminated composite plates with high accuracy, quick convergence, reducing mesh size in discretization, and could remove the shear locking phenomenon. Several numerical example studies of the thick and thin Mindlin-Reissner plates with the difference in geometries (including line and curve boundary edges), oriented layers, edge boundary conditions, Young’s modulus ratio, length-to-thickness ratio, are carried out. The results are then compared with other numerical methods and analytical solutions.
AB - The study introduces the formulation of the radial basis function-based finite element method (RBF-FEM) for bending, free vibration, and buckling analysis of Mindlin-Reissner laminated composite plates by first-order shear deformation theory. The method utilizes the radial basis functions to construct the shape functions from the finite nodes. Compared with the conventional finite element method (FEM), the present RBF-FEM obtains the shape functions with simplicity, especially when the number of element nodes is increasing. The proposed RBF-FEM eight-node element (RBF-FEM-8) is utilized. By applying the Gauss point reduction technique, the method could solve the thick and thin laminated composite plates with high accuracy, quick convergence, reducing mesh size in discretization, and could remove the shear locking phenomenon. Several numerical example studies of the thick and thin Mindlin-Reissner plates with the difference in geometries (including line and curve boundary edges), oriented layers, edge boundary conditions, Young’s modulus ratio, length-to-thickness ratio, are carried out. The results are then compared with other numerical methods and analytical solutions.
KW - Finite element method
KW - First-Order shear deformation theory
KW - Laminated composite plates
KW - Mindlin-Reissner plates
KW - Radial basis function
UR - http://www.scopus.com/inward/record.url?scp=85145050238&partnerID=8YFLogxK
U2 - 10.1007/978-3-031-22200-9_85
DO - 10.1007/978-3-031-22200-9_85
M3 - Conference contribution
AN - SCOPUS:85145050238
SN - 9783031221996
T3 - Lecture Notes in Networks and Systems
SP - 806
EP - 822
BT - Advances in Engineering Research and Application
A2 - Nguyen, Duy Cuong
A2 - Vu, Ngoc Pi
A2 - Long, Banh Tien
A2 - Puta, Horst
A2 - Sattler, Kai-Uwe
PB - Springer Science and Business Media Deutschland GmbH
CY - Cham
T2 - 5th International Conference on Engineering Research and Applications, ICERA 2022
Y2 - 1 December 2022 through 2 December 2022
ER -