几何缺陷纳米颗粒增强环形扇形板径向压缩后屈曲分析

IF 2.9 4区 工程技术 Q2 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Computers and Concrete Pub Date : 2020-07-01 DOI:10.12989/CAC.2020.26.1.021
S. Mirjavadi, Masoud Forsat, Saeed Mollaee, M. Barati, B. Afshari, A. Hamouda
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引用次数: 3

摘要

研究了由纳米颗粒增强复合材料制成的几何缺陷环形扇形板的屈曲和后屈曲行为。考虑了两种类型的纳米颗粒,包括氧化石墨烯粉末(GOPs)和氧化硅(SiO2)。纳米颗粒被认为在基体中具有均匀和功能梯度分布,并使用Halpin-Tsai程序推导了材料的性质。环形扇形板是基于考虑几何非线性和缺陷的薄壳理论设计的。利用伽辽金方法求解了控制方程,结果表明环形扇形板的后屈曲曲线与几何缺陷、纳米颗粒类型、纳米颗粒数量、扇形内外半径和扇形开口角有关。
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Post-buckling analysis of geometrically imperfect nanoparticle reinforced annular sector plates under radial compression
Buckling and post-buckling behaviors of geometrically imperfect annular sector plates made from nanoparticle reinforced composites have been investigated. Two types of nanoparticles are considered including graphene oxide powders (GOPs) and silicone oxide (SiO2). Nanoparticles are considered to have uniform and functionally graded distributions within the matrix and the material properties are derived using Halpin-Tsai procedure. Annular sector plate is formulated based upon thin shell theory considering geometric nonlinearity and imperfectness. After solving the governing equations via Galerkin\'s technique, it is showed that the post-buckling curves of annular sector plates rely on the geometric imperfection, nanoparticle type, amount of nanoparticles, sector inner/outer radius and sector open angle.
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来源期刊
Computers and Concrete
Computers and Concrete 工程技术-材料科学:表征与测试
CiteScore
8.60
自引率
7.30%
发文量
0
审稿时长
13.5 months
期刊介绍: Computers and Concrete is An International Journal that focuses on the computer applications in be considered suitable for publication in the journal. The journal covers the topics related to computational mechanics of concrete and modeling of concrete structures including plasticity fracture mechanics creep thermo-mechanics dynamic effects reliability and safety concepts automated design procedures stochastic mechanics performance under extreme conditions.
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