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

IF 4.4 3区 工程技术 Q1 ENGINEERING, CIVIL
Farzad Ebrahimi, Mohammadhossein Goudarzfallahi, Ali Alinia Ziazi
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引用次数: 0

摘要

本研究首次分析和比较了在kerr型弹性基础支撑下,受外压力作用下,不同失稳芯对剪切变形失稳芯夹层结构环形壳段(tss)屈曲和后屈曲行为的影响。碳纳米管被嵌入在整个表面厚度的聚合物基体中,可以是均匀分布(UD),也可以是功能梯度分布(FG)。超材料芯具有四种最近开发的消声设计类型:(1)3D增强可入式细胞结构,(2)受传统可入式蜂窝结构启发的弧形消声设计,(3)仿生蝴蝶形消声结构,(4)星形消声结构。克尔型弹性基础采用中心剪切层和上下两个弹簧层的三参数配置模型。利用Reddy的三阶剪切变形理论(TSDT)推导了TSSs的控制方程,并考虑了von Kármán-type几何非线性。采用简支边界条件下的三项挠度解,采用伽辽金法建立非线性荷载-挠度关系。通过与已有文献的对比分析,验证了该方法的有效性,与理论结果非常吻合。通过综合参数分析,确定了在不同相对密度、不同几何参数和kerr型弹性地基性能下,夹层结构的失稳核和后屈曲性能最佳的失稳核。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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.

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来源期刊
Archives of Civil and Mechanical Engineering
Archives of Civil and Mechanical Engineering 工程技术-材料科学:综合
CiteScore
6.80
自引率
9.10%
发文量
201
审稿时长
4 months
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.
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