Free vibration and buckling analyses of a size-dependent axially functionally graded beam incorporating transverse shear deformation

被引:19
作者
Yang, Wanli [1 ]
He, Dan [1 ]
机构
[1] Shenyang Aerosp Univ, Key Lab Liaoning Prov Composite Struct Anal Aeroc, Shenyang 110136, LN, Peoples R China
关键词
Scale effects; Free vibration; Buckling; Axially functional graded material; Modified couple stress theory; COUPLE STRESS THEORY; STRAIN GRADIENT THEORY; TIMOSHENKO BEAMS; CROSS-SECTION; PLATES;
D O I
10.1016/j.rinp.2017.08.028
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A new size-dependent axially functionally graded (AFG) beam model with transverse shear deformation is proposed based on the modified couple stress theory (MCST). Besides, present new model incorporates only one material length scale parameter (MLSP) which can effectively capture the scale effects. Moreover, the first-order and third-order shear deformation theory are considered in this new model respectively, which differ from the existing micro AFG Euler-Bernoulli model. Subsequently, free vibration and buckling behaviors are investigated based on the rule of mixture. Related governing equations are derived and numerically solved by Hamilton's principle and differential quadrature method (DQM) respectively. Afterwards, some results are compared with published literatures to demonstrate the validity and accuracy of current formulation. Finally, the effects of geometric size, shear deformation and material non-homogeneity on the critical loads and natural frequencies are discussed. (C) 2017 The Authors. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license
引用
收藏
页码:3251 / 3263
页数:13
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