Size-dependent static and dynamic analysis of Reddy-type micro-beams by strain gradient differential quadrature finite element method

被引:25
|
作者
Zhang, Bo [1 ,2 ]
Li, Heng [1 ]
Kong, Liulin [3 ]
Shen, Huoming [2 ]
Zhang, Xu [2 ]
机构
[1] Hong Kong Polytech Univ, Dept Bldg & Real Estate, Hong Kong, Peoples R China
[2] Southwest Jiaotong Univ, Sch Mech & Engn, Appl Mech & Struct Safety Key Lab Sichuan Prov, Chengdu, Peoples R China
[3] China Univ Geosci, Fac Engn, Wuhan 430074, Hubei, Peoples R China
基金
中国国家自然科学基金;
关键词
Strain gradient differential quadrature finite element method; Reddy-type micro-beams; Geometric mapping scheme; Uniform or stepped thickness; FREE-VIBRATION ANALYSIS; STRESS-RELAXATION BEHAVIOR; NONLINEAR FREE-VIBRATION; MULTIPLE-STEPPED BEAMS; HIGHER-ORDER SHEAR; ISOGEOMETRIC ANALYSIS; MODEL; PLATES; STABILITY; TORSION;
D O I
10.1016/j.tws.2019.106496
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper proposes a strain gradient differential quadrature finite element method to analyze the size-dependent static and dynamic behaviour of Reddy-type micro-beams. This element has 6 of freedom per node and avoids the exploitation of shape functions. A sixth-order differential quadrature-based geometric mapping scheme is constructed to realize the higher-order continuity requirements of kinematic variables. And then, it is combined with the minimum total potential energy principle to derive the motion equation of a generic element. Afterwards, several numerical examples are provided to establish the validity of the developed element. Finally, we utilize this method to analyze the static bending, free vibration, and linear buckling characteristics of uniform and stepped micro-beams. Numerical results show that the current element has prominent convergence and adaptability advantages over the classical shape function-based element. Besides, the size-dependence of vibration and critical buckling mode shapes of micro-beams is demonstrated in the graphical form for the first time.
引用
收藏
页数:26
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