Options
Composite buckling performances for energy structures and infrastructures: a milestone analysis based on finite element research (2000–2025)
Citation Link: https://doi.org/10.15480/882.16978
Publikationstyp
Journal Article
Date Issued
2025-12-17
Sprache
English
Author(s)
Suryanto, Suryanto
Wijaya, Rahman
TORE-DOI
Journal
Volume
31
Article Number
1992
Citation
Es Materials and Manufacturing 31: 1992 (2026)
Publisher DOI
Scopus ID
This study presents a targeted bibliometric analysis of research on composite buckling in energy infrastructure, focusing on works that utilize the finite element method (FEM) between 2000 and 2025. The increasing demand for renewable energy systems has intensified the use of lightweight composite materials in structural elements such as wind turbine towers, solar supports, and offshore platforms. Despite their mechanical advantages, composite structures remain vulnerable to buckling, necessitating the use of accurate computational modeling to ensure reliability. A total of 1855 Scopus-indexed publications were analyzed using Bibliometrix and VOSviewer. The data span 294 journals and over 4200 authors, with China, the United States, and India leading in output. Key publishing platforms include Composite Structures and Thin-Walled Structures. Mapping of keywords, co-authorship, and citation networks indicates that FEM is the dominant analytical tool for assessing buckling behavior, especially in studies involving optimization and failure prediction. This review synthesizes significant developments in the field and reveals the integration of computational mechanics and advanced materials within the energy sector. The results serve as a reference for researchers seeking to enhance the structural resilience of composite-based energy systems.
Subjects
Bibliometric analysis
Composite buckling
Energy structure and infrastructure
Finite element analysis
DDC Class
620.1: Engineering Mechanics and Materials Science
621: Applied Physics
Publication version
publishedVersion
Loading...
Name
mm1992.pdf
Type
Main Article
Size
1.96 MB
Format
Adobe PDF