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考虑表面效应的压电半导体梁的静态屈曲行为研究

詹春晓 李孝宝 王美芹

詹春晓, 李孝宝, 王美芹. 考虑表面效应的压电半导体梁的静态屈曲行为研究[J]. 应用数学和力学, 2024, 45(10): 1300-1312. doi: 10.21656/1000-0887.450200
引用本文: 詹春晓, 李孝宝, 王美芹. 考虑表面效应的压电半导体梁的静态屈曲行为研究[J]. 应用数学和力学, 2024, 45(10): 1300-1312. doi: 10.21656/1000-0887.450200
ZHAN Chunxiao, LI Xiaobao, WANG Meiqin. Static Buckling Behaviors of Piezoelectric Semiconductor Beams With Steigmann-Ogden Surface Effects[J]. Applied Mathematics and Mechanics, 2024, 45(10): 1300-1312. doi: 10.21656/1000-0887.450200
Citation: ZHAN Chunxiao, LI Xiaobao, WANG Meiqin. Static Buckling Behaviors of Piezoelectric Semiconductor Beams With Steigmann-Ogden Surface Effects[J]. Applied Mathematics and Mechanics, 2024, 45(10): 1300-1312. doi: 10.21656/1000-0887.450200

考虑表面效应的压电半导体梁的静态屈曲行为研究

doi: 10.21656/1000-0887.450200
基金项目: 

安徽省自然科学基金 2208085MA17

详细信息
    作者简介:

    詹春晓(1970—),男,副教授,博士(E-mail: zhanchunxiao@hfut.edu.cn)

    通讯作者:

    李孝宝(1985—),男,研究员,博士(通讯作者. E-mail: xiaobaoli@hfut.edu.cn)

  • 中图分类号: O34

Static Buckling Behaviors of Piezoelectric Semiconductor Beams With Steigmann-Ogden Surface Effects

  • 摘要: 鉴于表面效应和挠曲电效应对纳米材料或结构的力学行为具有显著影响,以纳米尺度压电半导体(PS)梁为研究对象,根据Hamilton变分原理,推导建立了考虑Steigmann-Ogden表面弹性效应和挠曲电效应的Euler-Bernoulli梁理论模型和相应的边界条件. 结合电荷守恒方程和线性漂移扩散方程,研究了该梁结构的静态屈曲行为,得到了短路和开路条件下梁结构的等效弹性常数和屈曲临界压力的解析解. 详细分析了表面效应、尺寸效应、挠曲电效应以及载流子屏蔽效应等因素对梁结构的等效弹性常数的影响规律和作用机制. 该文的研究结果对基于纳米压电半导体梁结构电子器件的设计和应用具有指导作用.
  • 图  1  n型压电半导体梁结构示意图

    Figure  1.  The sketch of an n-type piezoelectric semiconductor beam

    图  2  等效弹性常数对表面弹性常数c11s的依赖规律

      为了解释图中的颜色,读者可以参考本文的电子网页版本,后同.

    Figure  2.  The dimensionless effective elastic constants vs. GM surface elastic constant c11s

    图  3  等效弹性常数随矩形截面梁高度h的变化

    Figure  3.  The dimensionless effective elastic constants vs. height h

    图  4  Γ1Γ2n0h的变化

    Figure  4.  Dependences of Γ1 and Γ2 on n0 and h

    表  1  短路条件下屈曲临界应力(σcr/MPa)

    Table  1.   Critical buckling stresses (σcr/MPa), for the short circuit condition

    h/nm c11s/(N/m) l/h
    10 20 50 100
    10 -81.97 1 304.3 326.08 52.173 13.043
    81.97 2 154.2 538.56 86.169 21.542
    50 -81.97 1 641.7 410.43 65.669 16.417
    81.97 1 805.4 451.35 72.217 18.054
    下载: 导出CSV

    表  2  开路条件下屈曲临界应力(σcr/MPa)

    Table  2.   Critical buckling stresses (σcr/MPa), for the open circuit condition

    h/nm c11s/(N/m) l/h
    10 20 50 100
    10 -81.97 1 316.1 329.02 52.643 13.161
    81.97 2 166.0 541.49 86.639 21.660
    50 -81.97 1 641.9 410.48 65.677 16.419
    81.97 1 805.6 451.41 72.225 18.056
    下载: 导出CSV
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  • 收稿日期:  2024-07-09
  • 修回日期:  2024-09-15
  • 刊出日期:  2024-10-01

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