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Nonlinear forced vibration of sandwich cylindrical panel with negative Poisson's ratio auxetic honeycombs core and CNTRC face sheets

机译:带负泊松比例辅助蜂窝芯和CNTRC面板的夹层圆柱板的非线性强制振动

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摘要

Recently, auxetic cellular solids in the forms of honeycombs and carbon nanotube reinforced composite (CNTRC) have great potential in a diverse range of applications. This paper studies the nonlinear free and forced vibration of sandwich cylindrical panel on visco-Pasternak foundations in thermal environment subjected to blast load The sandwich cylindrical panel consists of auxetic honeycombs core layer and two CNTRC face sheets. The Poisson' ratio of the auxetic core is negative and the material properties of CNTRC face sheets are assumed to continuously vary in the thickness direction according to four different types of linear functions. The blast load is determined from the distance of the center of blast to center of the structure and the mass of explosive materials. The fundamental equations are established based on Reddy's higher order shear deformation shell theory taking into account the effect of initial imperfection and visco-Pasternak foundations. The Galerkin and Runge-Kutta methods are used to obtain the nonlinear dynamic response and the natural frequency of the sandwich cylindrical panel. The numerical results show the effect of geometrical parameters, visco foundations, initial imperfection, temperature increment, nanotube volume fraction and blast load on the nonlinear vibration characteristics of the sandwich cylindrical panel. The accuracy of present approach and theoretical results is verified by some comparisons with the known data in the literature.
机译:最近,蜂窝和碳纳米管增强复合材料(CNTRC)形式的辅助细胞固体在各种应用中具有很大的潜力。本文研究了夹层圆柱板上的非线性和强制振动在经过喷射负荷的热环境中的粘性圆柱基础上,夹层圆柱形面板由辅助蜂窝芯层和两个CNTRC面板组成。翼序的榫芯的比例为负,并且在厚度方向上假设CNTRC面板的材料特性根据四种不同类型的线性函数在厚度方向上连续变化。爆炸载荷由爆炸中心与结构中心的距离和爆炸材料的质量决定。基于Reddy的高阶剪切变形壳理论建立了基本方程,同时考虑了初始缺陷和Visco-Pasternak基础的影响。 Galerkin和Runge-Kutta方法用于获得夹层圆柱形面板的非线性动力响应和自然频率。数值结果表明了几何参数,粘度基础,初始缺陷,温度增量,纳米管体积分数和喷射载荷对夹层圆柱板的非线性振动特性的影响。通过一些与文献中的已知数据进行一些比较来验证当前方法和理论结果的准确性。

著录项

  • 来源
    《Thin-Walled Structures》 |2021年第5期|107571.1-107571.15|共15页
  • 作者单位

    Nguyen Tat Thanh Univ NTT Inst High Technol Disctrict 4 Ho Chi Minh City Vietnam|Vietnam Japan Univ VJU Infrastruct Engn Program VNU Hanoi My Dinh 1 Hanoi Vietnam;

    Univ Engn & Technol Dept Engn & Technol Construct & Transportat VNU H 144 Xuan Thuy Hanoi Vietnam|Mil Acad Logist Hanoi Vietnam;

    Phenikaa Univ Fac Mech Engn & Mechatron Hanoi 12116 Vietnam|Phenikaa Univ Phenikaa Inst Adv Study PIAS Hanoi 12116 Vietnam;

    Vietnam Japan Univ VJU Infrastruct Engn Program VNU Hanoi My Dinh 1 Hanoi Vietnam|Univ Engn & Technol Dept Engn & Technol Construct & Transportat VNU H 144 Xuan Thuy Hanoi Vietnam|Sejong Univ Dept Civil & Environm Engn Natl Res Lab 209 Neungdong Ro Seoul 05006 South Korea;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Free and forced vibration; Auxetic honeycombs structure; Carbon nanotube reinforced composite; Blast load; Visco-Pasternak foundations;

    机译:自由和强制振动;辅助蜂窝结构;碳纳米管增强复合材料;爆炸载荷;Visco-Pasternak基础;

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