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Self-instability and bending behaviors of nano plates
Wang ZQ(王志乔); Zhao YP(赵亚溥)
发表期刊Acta Mechanica Solida Sinica
2009
卷号22期号:6页码:630-643
ISSN0894-9166
摘要This paper aims at investigating the size-dependent self-buckling and bending behaviors of nano plates through incorporating surface elasticity into the elasticity with residual stress fields. In the absence of external loading, positive surface tension induces a compressive residual stress field in the bulk of the nano plate and there may be self-equilibrium states corresponding to the plate self-buckling. The self-instability of nano plates is investigated and the critical self-instability size of simply supported rectangular nano plates is determined. In addition, the residual stress field in the bulk of the nano plate is usually neglected in the existing literatures, where the elastic response of the bulk is often described by the classical Hooke’s law. The present paper considered the effect of the residual stress in the bulk induced by surface tension and adopted the elasticity with residual stress fields to study the bending behaviors of nano plates without buckling. The present results show that the surface effects only modify the coefficients in corresponding equations of the classical Kirchhoff plate theory.
学科领域固体力学
收录类别SCI
语种英语
WOS记录号WOS:000278405200012
关键词[WOS]SURFACE STRESS ; SCALE THICKNESS ; ELASTIC FILMS ; THIN-FILMS ; ENERGY ; DEFORMATION ; SOLIDS ; MODEL
WOS研究方向Materials Science ; Mechanics
WOS类目Materials Science, Multidisciplinary ; Mechanics
引用统计
被引频次:58[WOS]   [WOS记录]     [WOS相关记录]
文献类型期刊论文
条目标识符http://dspace.imech.ac.cn/handle/311007/33032
专题非线性力学国家重点实验室
通讯作者Zhao YP(赵亚溥)
推荐引用方式
GB/T 7714
Wang ZQ,Zhao YP. Self-instability and bending behaviors of nano plates[J]. Acta Mechanica Solida Sinica,2009,22,6,:630-643.
APA 王志乔,&赵亚溥.(2009).Self-instability and bending behaviors of nano plates.Acta Mechanica Solida Sinica,22(6),630-643.
MLA 王志乔,et al."Self-instability and bending behaviors of nano plates".Acta Mechanica Solida Sinica 22.6(2009):630-643.
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