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A general dynamic model based on Mindlin's high-frequency theory and the microstructure effect

机译:一种基于Mindlin高频理论的通用动态模型及微观结构效应

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摘要

Based on Hamilton's principle, a general three-dimensional mechanical model with consideration of the consistent couple stress theory is established in this paper, and the dynamic governing equations and boundary conditions are derived strictly. After that, inspired by the high-frequency theory established by Mindlin, a novel two-dimensional theory of micro-plates is proposed. Governing equations and boundary conditions are simplified and further validated via some reductions and comparisons with the traditional Mindlin plate and the Timoshenko beam. As an application, the propagation property of straight-crested waves in a micro-plate is investigated, and the effect of couple stress is revealed. Then, the static bending and free vibration of a simply supported rectangular micro-plate is investigated with the aid of the double Fourier series. It is demonstrated that the couple stress has significant influence on the mechanical behaviors, including the static deflection and natural frequency, as the plate thickness shrinks. Physically, the couple stress effect is equivalent to an increase in structural stiffness. In order to illustrate the effect of the couple stress, a general criterion for quantifying the critical size that distinguishes microscale from macroscale is proposed numerically. To some extent, it can also be viewed as a criterion for distinguishing the consistent couple stress theory of micro-structures from the classical continuum mechanics theory of macro-structures.
机译:基于汉密尔顿的原理,在本文中建立了一般的三维机械模型,在本文中建立了一致的耦合应力理论,严格地推导出动态控制方程和边界条件。之后,通过Mindlin建立的高频理论启发,提出了一种新型的微板理论。通过与传统Mindlin板和Timoshenko梁的一些减少和比较进行简化和进一步验证了管理方程和边界条件。作为应用,研究了微板中的直叉波的传播性能,并揭示了耦合应力的效果。然后,借助于双傅立叶系列研究了简单地支撑的矩形微板的静态弯曲和自由振动。结果表明,随着板厚度收缩的,对耦合对机械行为具有显着影响,包括静偏转和固有频率。物理上,夫妻应力效应相当于结构刚度的增加。为了说明对耦合应力的效果,在数值上提出了用于量化从宏观尺寸区分微观尺寸的临界大小的一般标准。在某种程度上,它也可以被视为与宏观结构的经典连续力学理论区分微结构的一致夫妇应力理论的标准。

著录项

  • 来源
    《Acta Mechanica 》 |2020年第9期| 共23页
  • 作者

    Qu Yilin; Li Peng; Jin Feng;

  • 作者单位

    Xi An Jiao Tong Univ Sch Aerosp State Key Lab Strength &

    Vibrat Mech Struct Xian 710049 Shaanxi Peoples R China;

    Xi An Jiao Tong Univ Sch Aerosp State Key Lab Strength &

    Vibrat Mech Struct Xian 710049 Shaanxi Peoples R China;

    Xi An Jiao Tong Univ Sch Aerosp State Key Lab Strength &

    Vibrat Mech Struct Xian 710049 Shaanxi Peoples R China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 力学 ;
  • 关键词

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