{"title":"Naturally stabilized nodal integration of Chebyshev moving Kriging meshless approach for functionally graded triply periodic minimal surface plates","authors":"Chien H. Thai , P.T. Hung , P. Phung-Van","doi":"10.1016/j.enganabound.2025.106333","DOIUrl":null,"url":null,"abstract":"<div><div>This study introduces a novel model employing Chebyshev polynomials for both shear deformation theory and moving Kriging meshless method for computationally efficient analysis of functionally graded triply periodic minimal surface (FG-TPMS) plates. The introduction of a naturally stabilized nodal integration (NSNI) scheme significantly enhances the computational efficiency of the proposed numerical approach and guarantees a numerically stable solution, outperforming traditional methods that employ the Gaussian quadrature (GI) rule. In addition, the FG-TPMS plates are designed based on porous structures of Primitive (P), Gyroid (G) and Wrapped Package-Graph (IWP) types, each analyzed under six volume distribution cases. Mechanical properties are determined through a two-phase piecewise fitting technique. The proposed numerical approach is employed to solve the governing equations, which are derived based on the virtual work principle. Validated through parameter studies, this combined approach demonstrates efficiency and accuracy in predicting the transverse deflection and natural frequency for various geometries, volume distributions, aspect ratio, and boundary conditions. The proposed NSNI method consistently outperforms GI in terms of computational time, with numerical results showing that GI often takes more than four times longer to compute. For that reason, the proposed methodology provides a robust solution for analyzing FG-TPMS plates and advances computational methods for complex structures.</div></div>","PeriodicalId":51039,"journal":{"name":"Engineering Analysis with Boundary Elements","volume":"179 ","pages":"Article 106333"},"PeriodicalIF":4.1000,"publicationDate":"2025-06-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Analysis with Boundary Elements","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0955799725002218","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}
引用次数: 0
Abstract
This study introduces a novel model employing Chebyshev polynomials for both shear deformation theory and moving Kriging meshless method for computationally efficient analysis of functionally graded triply periodic minimal surface (FG-TPMS) plates. The introduction of a naturally stabilized nodal integration (NSNI) scheme significantly enhances the computational efficiency of the proposed numerical approach and guarantees a numerically stable solution, outperforming traditional methods that employ the Gaussian quadrature (GI) rule. In addition, the FG-TPMS plates are designed based on porous structures of Primitive (P), Gyroid (G) and Wrapped Package-Graph (IWP) types, each analyzed under six volume distribution cases. Mechanical properties are determined through a two-phase piecewise fitting technique. The proposed numerical approach is employed to solve the governing equations, which are derived based on the virtual work principle. Validated through parameter studies, this combined approach demonstrates efficiency and accuracy in predicting the transverse deflection and natural frequency for various geometries, volume distributions, aspect ratio, and boundary conditions. The proposed NSNI method consistently outperforms GI in terms of computational time, with numerical results showing that GI often takes more than four times longer to compute. For that reason, the proposed methodology provides a robust solution for analyzing FG-TPMS plates and advances computational methods for complex structures.
期刊介绍:
This journal is specifically dedicated to the dissemination of the latest developments of new engineering analysis techniques using boundary elements and other mesh reduction methods.
Boundary element (BEM) and mesh reduction methods (MRM) are very active areas of research with the techniques being applied to solve increasingly complex problems. The journal stresses the importance of these applications as well as their computational aspects, reliability and robustness.
The main criteria for publication will be the originality of the work being reported, its potential usefulness and applications of the methods to new fields.
In addition to regular issues, the journal publishes a series of special issues dealing with specific areas of current research.
The journal has, for many years, provided a channel of communication between academics and industrial researchers working in mesh reduction methods
Fields Covered:
• Boundary Element Methods (BEM)
• Mesh Reduction Methods (MRM)
• Meshless Methods
• Integral Equations
• Applications of BEM/MRM in Engineering
• Numerical Methods related to BEM/MRM
• Computational Techniques
• Combination of Different Methods
• Advanced Formulations.