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首页> 外文期刊>International Journal of Engineering Science >A comment on 'Static and dynamic analysis of micro beams based on strain gradient elasticity theory' [Int. J. Eng. Sci. 47 (2009) 487-498]
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A comment on 'Static and dynamic analysis of micro beams based on strain gradient elasticity theory' [Int. J. Eng. Sci. 47 (2009) 487-498]

机译:关于“基于应变梯度弹性理论的微梁的静力和动力分析”的评论。 J.Eng。科学47(2009)487-498]

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This article Comments on the highly cited work concerning static and dynamic analysis of microbeams based on modified strain gradient elasticity theory [Shengli Kong, Shenjie Zhou, Zhifeng Nie, Kai Wang(2009). Int. j. Eng. Sci., 47, 478-498]. They assumed that three length scale parameters in modified strain gradient elasticity theory are equal (i.e. l(0) = l(1) = l(2) = l(s)) and the modified strain gradient length scale parameter is equal to the modified couple stress one (i.e. l(s) = l). The second assumption resulting in modified strain gradient elasticity theory does not validate the experimental data and, moreover, the difference between the modified strain gradient elasticity results and the modified couple stress ones is overestimated. (C) 2014 Elsevier Ltd. All rights reserved.
机译:本文评论了基于改进的应变梯度弹性理论的微梁静态和动态分析的高被引作品[孔胜利,周申杰,聂志峰,王凯(2009)。诠释j。 。科学,47,478-498]。他们假设修改的应变梯度弹性理论中的三个长度尺度参数相等(即l(0)= l(1)= l(2)= l(s)),并且修改的应变梯度长度尺度参数等于修改的耦合应力一(即l(s)= l)。导致变形应变梯度弹性理论的第二个假设不能验证实验数据,而且,变形应变梯度弹性结果与耦合应力变化之间的差异被高估了。 (C)2014 Elsevier Ltd.保留所有权利。

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