{"title":"温克勒弹性地基上仿生螺旋层合复合材料环形扇形板静振动特性研究","authors":"Mohammad Javad Bayat , Amin Kalhori , Kamran Asemi , Masoud Babaei","doi":"10.1016/j.engstruct.2025.120194","DOIUrl":null,"url":null,"abstract":"<div><div>This research aims to investigate the applicability of bio-inspired helicoidal lamination in annular sector plates by examining the static behavior and natural frequency characteristics of helicoidally laminated composite annular sector plates subjected to Winkler elastic support. Using a finite element numerical model based on first-order shear deformation theory (FSDT), the mechanical responses of these structures are thoroughly examined. Several bio-inspired lay-up configurations, including linear, Fibonacci, recursive, exponential, and semicircular helicoidal designs, are analyzed and compared with traditional stacking patterns such as unidirectional, cross-ply, and quasi-isotropic laminates. This paper presents numerical results, illustrated through tabular and graphical data, highlighting the effects of lay-up configurations, number of layers, radius and thickness ratios, sector angles, boundary conditions, and Winkler-type elastic support on the static and natural frequency responses of these bio-inspired composites. The findings of this study provide a comprehensive comparison between helicoidal configuration patterns and well-established lamination models, highlighting the notable advantages of the bio-inspired helicoidal patterns in thin-walled composite structures.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"334 ","pages":"Article 120194"},"PeriodicalIF":6.4000,"publicationDate":"2025-04-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Static and vibrational characteristics of bio-inspired helicoid laminated composite annular sector plates embedded on Winkler elastic foundation\",\"authors\":\"Mohammad Javad Bayat , Amin Kalhori , Kamran Asemi , Masoud Babaei\",\"doi\":\"10.1016/j.engstruct.2025.120194\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>This research aims to investigate the applicability of bio-inspired helicoidal lamination in annular sector plates by examining the static behavior and natural frequency characteristics of helicoidally laminated composite annular sector plates subjected to Winkler elastic support. Using a finite element numerical model based on first-order shear deformation theory (FSDT), the mechanical responses of these structures are thoroughly examined. Several bio-inspired lay-up configurations, including linear, Fibonacci, recursive, exponential, and semicircular helicoidal designs, are analyzed and compared with traditional stacking patterns such as unidirectional, cross-ply, and quasi-isotropic laminates. This paper presents numerical results, illustrated through tabular and graphical data, highlighting the effects of lay-up configurations, number of layers, radius and thickness ratios, sector angles, boundary conditions, and Winkler-type elastic support on the static and natural frequency responses of these bio-inspired composites. The findings of this study provide a comprehensive comparison between helicoidal configuration patterns and well-established lamination models, highlighting the notable advantages of the bio-inspired helicoidal patterns in thin-walled composite structures.</div></div>\",\"PeriodicalId\":11763,\"journal\":{\"name\":\"Engineering Structures\",\"volume\":\"334 \",\"pages\":\"Article 120194\"},\"PeriodicalIF\":6.4000,\"publicationDate\":\"2025-04-05\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Engineering Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0141029625005851\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0141029625005851","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Static and vibrational characteristics of bio-inspired helicoid laminated composite annular sector plates embedded on Winkler elastic foundation
This research aims to investigate the applicability of bio-inspired helicoidal lamination in annular sector plates by examining the static behavior and natural frequency characteristics of helicoidally laminated composite annular sector plates subjected to Winkler elastic support. Using a finite element numerical model based on first-order shear deformation theory (FSDT), the mechanical responses of these structures are thoroughly examined. Several bio-inspired lay-up configurations, including linear, Fibonacci, recursive, exponential, and semicircular helicoidal designs, are analyzed and compared with traditional stacking patterns such as unidirectional, cross-ply, and quasi-isotropic laminates. This paper presents numerical results, illustrated through tabular and graphical data, highlighting the effects of lay-up configurations, number of layers, radius and thickness ratios, sector angles, boundary conditions, and Winkler-type elastic support on the static and natural frequency responses of these bio-inspired composites. The findings of this study provide a comprehensive comparison between helicoidal configuration patterns and well-established lamination models, highlighting the notable advantages of the bio-inspired helicoidal patterns in thin-walled composite structures.
期刊介绍:
Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed.
The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering.
Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels.
Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.