Nonlinear bending and post-buckling of extensible microscale beams based on modified couple stress theory

被引:62
作者
Wang, Yong-Gang [1 ]
Lin, Wen-Hui [1 ]
Liu, Ning [1 ]
机构
[1] China Agr Univ, Dept Appl Mech, Beijing 100083, Peoples R China
关键词
Bending; Extensible beam; Modified couple stress theory; Post-buckling; Size effect; STRAIN GRADIENT ELASTICITY; FREE-VIBRATION; MICROBEAMS; MICROSTRUCTURE; PLASTICITY; MICROCANTILEVER; STABILITY; BEHAVIOR;
D O I
10.1016/j.apm.2014.05.007
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This study proposes a computationally efficient approach to nonlinear bending and thermal post-buckling problems in Euler-Bernoulli microbeams based on modified couple stress theory under geometrically accurate relationships. The governing equations, which consider the size effect and the axis extensibility, are formulated via the equilibrium of an infinitesimal element. The proposed model, which encompasses the size-independent and Von Karman nonlinear theory, is solved using the shooting technique after transformation into a two-point boundary value problem. The proposed method was validated based on comparisons with several case studies using existing simulations. The influences of the length scale parameter and the Poisson ratio on the bending and thermal post-buckling behaviors of microbeams are discussed in detail. The numerical results show that the intrinsic size dependency of the material and the Poisson ratio make the microbeam behave in a relatively stiff manner, thereby leading to smaller deformations and greater increases in the buckling temperature. (C) 2014 Elsevier Inc. All rights reserved.
引用
收藏
页码:117 / 127
页数:11
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