18-DOF Triangular Quasi-Conforming Element for Couple Stress Theory

被引:0
|
作者
Zhang, Xiangkui [1 ]
Wang, Changsheng [1 ]
Hu, Ping [1 ]
机构
[1] Dalian Univ Technol, Sch Automot Engn, State Key Lab Struct Anal Ind Equipment, Dalian 116024, Peoples R China
来源
基金
中国国家自然科学基金;
关键词
couple stress theory; triangular quasi-conforming element; enhanced patch test; scale effect; REISSNER-MINDLIN SHELL; STRESS/STRAIN GRADIENT ELASTICITY; TIMOSHENKOS BEAM FUNCTION; FINITE-ELEMENT; OVER-INTEGRATION; PLASTICITY; ELASTOPLASTICITY; FORMULATIONS; SCALE;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The basic idea of quasi-conforming method is that the strain-dis- placement equations are weakened as well as the equilibrium equations. In this paper, an 18-DOF triangular element for couple stress theory is proposed within the framework of quasi-conforming technique. The formulation starts from truncated Taylor expansion of strains and appropriate interpolation functions are chosen to calculate strain integration. This element satisfies C-0 continuity with second order accuracy and weak C-1 continuity simultaneously. Numerical examples demonstrate that the proposed model can pass the C0-1 patch test and has high accuracy. The element does not exhibit extra zero energy modes and can capture the scale effects of microstructure.
引用
收藏
页码:473 / 492
页数:20
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