Computer simulation for stability analysis of the viscoelastic annular plate with reinforced concrete face sheets

IF 2.9 4区 工程技术 Q2 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Yonggang Zhang, Yonghong Wang, Y. Zhao
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引用次数: 1

Abstract

This article deals with the frequency analysis of viscoelastic sandwich disk with graphene nano-platelets (GPLs) reinforced viscoelastic concrete (GPLRVC) face sheets and honeycomb core. The honeycomb core is made of aluminum due to its low weight and high stiffness. The rule of the mixture and modified Halpin–Tsai model are engaged to provide the effective material constant of the concrete. By employing Hamilton's principle, the governing equations of the structure are derived and solved with the aid of the Generalize Differential Quadrature Method (GDQM). In this paper, viscoelastic properties are modeled according to Kelvin-Voigt viscoelasticity. The deflection as the function of time can be solved by the fourth-order Runge-Kutta numerical method. Afterward, a parametric study is carried out to investigate the effects of the outer to inner radius ratio, hexagonal core angle, thickness to length ratio of the concrete, the weight fraction of GPLs into concrete, and the thickness of honeycomb core to inner radius ratio on the frequency of the viscoelastic sandwich disk with honeycomb core and FGGPLRVC face sheet.
钢筋混凝土面板粘弹性环形板稳定性的计算机模拟分析
本文研究了石墨烯纳米片(GPLs)增强粘弹性混凝土(GPLRVC)面板和蜂窝芯的粘弹性夹层盘的频率分析。蜂窝芯是由铝制成的,因为它的重量轻,刚度高。利用混合料规律和修正的Halpin-Tsai模型,给出了混凝土的有效材料常数。利用哈密顿原理,推导了该结构的控制方程,并用广义微分正交法(GDQM)进行了求解。本文根据Kelvin-Voigt粘弹性理论建立了粘弹性模型。挠度随时间的变化可以用四阶龙格-库塔数值方法求解。随后,通过参数化研究,研究了内外半径比、六角形芯角、混凝土厚长比、gpl加入混凝土的比重、蜂窝芯厚度与内半径比等因素对蜂窝芯- FGGPLRVC面板粘弹性夹层盘频率的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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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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