首页> 外文期刊>International Journal of Engineering Science >Comment on ‘Static and dynamic analysis of micro beams based on strain gradient elasticity theory’ by S. Kong, S. Zhou, Z. Nie, and K. Wang,(International Journal of Engineering Science, 47, 487-498, 2009)
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Comment on ‘Static and dynamic analysis of micro beams based on strain gradient elasticity theory’ by S. Kong, S. Zhou, Z. Nie, and K. Wang,(International Journal of Engineering Science, 47, 487-498, 2009)

机译:S. Kong,S。Zhou,Z。Nie和K. Wang撰写的“基于应变梯度弹性理论的微梁的静态和动态分析”,(国际工程科学杂志,47,487-498,2009)评论

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摘要

This paper comments on the recently published work dealing with the static and dynamic analysis of micro beams by using the strain gradient elasticity theory (International Journal of Engineering Science, 47, 487-498, 2009) by Kong et al. (2009). The authors give the nonzero elements related to deviatoric stretch gradient tensor and higher-order stress. The values of η(1)131, and t(1)131, are taken as zero by Kong et al. (2009). We present the non-zero terms in this comment. Consequently, we presented some results for cantilever beam in order to show the effect of these non-zero terms on the tip deflections of micro-sized beam.
机译:本文评论了最近发表的有关使用应变梯度弹性理论处理微梁的静态和动态分析的工作(Kong等人,国际工程科学杂志,47,487-498,2009)。 (2009)。作者给出了与偏斜拉伸梯度张量和高阶应力有关的非零元素。 Kong等人将η(1)131和t(1)131的值设为零。 (2009)。我们在此评论中提出非零项。因此,我们提出了一些悬臂梁的结果,以显示这些非零项对微尺寸梁的尖端挠度的影响。

著录项

  • 来源
    《International Journal of Engineering Science》 |2012年第1期|p.279-281|共3页
  • 作者

    Bekir Akgoez; Oemer Civalek;

  • 作者单位

    Akdeniz University, Civil Engineering Department, Division of Mechanics, Antalya, Turkey;

    Akdeniz University, Civil Engineering Department, Division of Mechanics, Antalya, Turkey;

  • 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

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