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Comments to comments on 'New exact solutions for free vibrations of thin orthotropic rectangular plates'

机译:对“正交各向异性薄矩形板自由振动的新精确解决方案”的评论意见

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Thank Arian Bahrami et al. for their comments on our paper [1], and their conclusion is correct that the computational results in [1,3] are not exact. The concept of exact solutions is presented first before interpreting our method [1]. Exact solutions are analytical solutions for which frequency equations are in explicit and transcendental form @@[2]. Exact solutions satisfy DEs and BCs exactly, there is no truncated error in calculation which means exact solutions must be in closed form and can't be in series expansion form. In the following, a few words are given to our method [1]: (ⅰ) the general solution W(x,y) = Φ(x)ψ(y) satisfies characteristic differential Eq. (5) exactly, because the four eigenvalue relations (A3)-(A6) were obtained from Eq.
机译:感谢Arian Bahrami等。他们对我们的论文[1]的评论,他们的结论是正确的,因为[1,3]中的计算结果不准确。在解释我们的方法之前,首先介绍精确解的概念[1]。精确解是解析解,其频率方程采用显式和超越形式@@ [2]。精确解可精确满足DE和BC,计算中不会出现截断误差,这意味着精确解必须为封闭形式,而不能为级数展开形式。下面,对我们的方法[1]进行一些说明:(words)通用解W(x,y)=Φ(x)ψ(y)满足特征微分Eq。 (5)正是因为四个特征值关系(A3)-(A6)从等式中获得。

著录项

  • 来源
    《Composite Structures》 |2014年第1期|747-747|共1页
  • 作者

    Y.F. Xing; T.F. Xu; B. Liu;

  • 作者单位

    Institute of Solid Mechanics, Beihang University (BUM), Beijng 100191, China;

    Institute of Solid Mechanics, Beihang University (BUM), Beijng 100191, China;

    Institute of Solid Mechanics, Beihang University (BUM), Beijng 100191, China;

  • 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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