Farzad Ebrahimi, Mohammadhossein Goudarzfallahi, Ali Alinia Ziazi
{"title":"剪切变形复合材料环面壳段非线性屈曲和后屈曲的对比分析","authors":"Farzad Ebrahimi, Mohammadhossein Goudarzfallahi, Ali Alinia Ziazi","doi":"10.1007/s43452-025-01203-9","DOIUrl":null,"url":null,"abstract":"<div><p>This study, for the first time, analyzes and compares the influence of diverse auxetic cores on the buckling and postbuckling behavior of shear-deformable auxetic-core sandwich-structured toroidal shell segments (TSSs) with carbon nanotube (CNT)-reinforced face sheets supported by a Kerr-type elastic foundation and subjected to external pressure. The CNTs are embedded in a polymer matrix throughout the face sheet thickness, either uniformly (UD) or as functionally graded (FG) distributions. The metamaterial core features four types of recently developed auxetic designs: (1) a 3D augmented re-entrant cellular structure, (2) an arc-type auxetic design inspired by the traditional re-entrant honeycomb structure, (3) a bio-inspired butterfly-shaped auxetic structure, and (4) a star-shaped auxetic structure. The Kerr-type elastic foundation is modeled using a three-parameter configuration consisting of a central shear layer and two spring layers on the top and bottom surfaces. The governing equations for the TSSs are derived using Reddy's third-order shear deformation theory (TSDT) and incorporate von Kármán-type geometric nonlinearity. A three-term deflection solution under simply supported boundary conditions is employed, with the Galerkin method used to establish the nonlinear load–deflection relationship. The effectiveness of the proposed approach is validated through comparative analysis with existing literature, demonstrating excellent agreement with theoretical results. A comprehensive parametric analysis is conducted to identify the auxetic core that offers the best buckling and postbuckling performance of sandwich TSSs under varying relative densities of the auxetic core structures, geometric parameters of the TSSs, and Kerr-type elastic foundation properties.</p></div>","PeriodicalId":55474,"journal":{"name":"Archives of Civil and Mechanical Engineering","volume":"25 3","pages":""},"PeriodicalIF":4.4000,"publicationDate":"2025-05-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Comparative analysis of nonlinear buckling and postbuckling in shear-deformable sandwich composite toroidal shell segments with diverse auxetic cores and CNT-reinforced face sheets\",\"authors\":\"Farzad Ebrahimi, Mohammadhossein Goudarzfallahi, Ali Alinia Ziazi\",\"doi\":\"10.1007/s43452-025-01203-9\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>This study, for the first time, analyzes and compares the influence of diverse auxetic cores on the buckling and postbuckling behavior of shear-deformable auxetic-core sandwich-structured toroidal shell segments (TSSs) with carbon nanotube (CNT)-reinforced face sheets supported by a Kerr-type elastic foundation and subjected to external pressure. The CNTs are embedded in a polymer matrix throughout the face sheet thickness, either uniformly (UD) or as functionally graded (FG) distributions. The metamaterial core features four types of recently developed auxetic designs: (1) a 3D augmented re-entrant cellular structure, (2) an arc-type auxetic design inspired by the traditional re-entrant honeycomb structure, (3) a bio-inspired butterfly-shaped auxetic structure, and (4) a star-shaped auxetic structure. The Kerr-type elastic foundation is modeled using a three-parameter configuration consisting of a central shear layer and two spring layers on the top and bottom surfaces. The governing equations for the TSSs are derived using Reddy's third-order shear deformation theory (TSDT) and incorporate von Kármán-type geometric nonlinearity. A three-term deflection solution under simply supported boundary conditions is employed, with the Galerkin method used to establish the nonlinear load–deflection relationship. The effectiveness of the proposed approach is validated through comparative analysis with existing literature, demonstrating excellent agreement with theoretical results. A comprehensive parametric analysis is conducted to identify the auxetic core that offers the best buckling and postbuckling performance of sandwich TSSs under varying relative densities of the auxetic core structures, geometric parameters of the TSSs, and Kerr-type elastic foundation properties.</p></div>\",\"PeriodicalId\":55474,\"journal\":{\"name\":\"Archives of Civil and Mechanical Engineering\",\"volume\":\"25 3\",\"pages\":\"\"},\"PeriodicalIF\":4.4000,\"publicationDate\":\"2025-05-03\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Archives of Civil and Mechanical Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s43452-025-01203-9\",\"RegionNum\":3,\"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":"Archives of Civil and Mechanical Engineering","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s43452-025-01203-9","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Comparative analysis of nonlinear buckling and postbuckling in shear-deformable sandwich composite toroidal shell segments with diverse auxetic cores and CNT-reinforced face sheets
This study, for the first time, analyzes and compares the influence of diverse auxetic cores on the buckling and postbuckling behavior of shear-deformable auxetic-core sandwich-structured toroidal shell segments (TSSs) with carbon nanotube (CNT)-reinforced face sheets supported by a Kerr-type elastic foundation and subjected to external pressure. The CNTs are embedded in a polymer matrix throughout the face sheet thickness, either uniformly (UD) or as functionally graded (FG) distributions. The metamaterial core features four types of recently developed auxetic designs: (1) a 3D augmented re-entrant cellular structure, (2) an arc-type auxetic design inspired by the traditional re-entrant honeycomb structure, (3) a bio-inspired butterfly-shaped auxetic structure, and (4) a star-shaped auxetic structure. The Kerr-type elastic foundation is modeled using a three-parameter configuration consisting of a central shear layer and two spring layers on the top and bottom surfaces. The governing equations for the TSSs are derived using Reddy's third-order shear deformation theory (TSDT) and incorporate von Kármán-type geometric nonlinearity. A three-term deflection solution under simply supported boundary conditions is employed, with the Galerkin method used to establish the nonlinear load–deflection relationship. The effectiveness of the proposed approach is validated through comparative analysis with existing literature, demonstrating excellent agreement with theoretical results. A comprehensive parametric analysis is conducted to identify the auxetic core that offers the best buckling and postbuckling performance of sandwich TSSs under varying relative densities of the auxetic core structures, geometric parameters of the TSSs, and Kerr-type elastic foundation properties.
期刊介绍:
Archives of Civil and Mechanical Engineering (ACME) publishes both theoretical and experimental original research articles which explore or exploit new ideas and techniques in three main areas: structural engineering, mechanics of materials and materials science.
The aim of the journal is to advance science related to structural engineering focusing on structures, machines and mechanical systems. The journal also promotes advancement in the area of mechanics of materials, by publishing most recent findings in elasticity, plasticity, rheology, fatigue and fracture mechanics.
The third area the journal is concentrating on is materials science, with emphasis on metals, composites, etc., their structures and properties as well as methods of evaluation.
In addition to research papers, the Editorial Board welcomes state-of-the-art reviews on specialized topics. All such articles have to be sent to the Editor-in-Chief before submission for pre-submission review process. Only articles approved by the Editor-in-Chief in pre-submission process can be submitted to the journal for further processing. Approval in pre-submission stage doesn''t guarantee acceptance for publication as all papers are subject to a regular referee procedure.