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李雷, 吴长春, 谢永生. 基于Hellinger-Reissner变分原理的应变梯度杂交元设计[J]. 力学学报, 2005, 37(3): 301-306. DOI: 10.6052/0459-1879-2005-3-2004-139
引用本文: 李雷, 吴长春, 谢永生. 基于Hellinger-Reissner变分原理的应变梯度杂交元设计[J]. 力学学报, 2005, 37(3): 301-306. DOI: 10.6052/0459-1879-2005-3-2004-139
Optimization method of hybrid element stress function for strain gradient theory based on Hellinger-Reissner principle[J]. Chinese Journal of Theoretical and Applied Mechanics, 2005, 37(3): 301-306. DOI: 10.6052/0459-1879-2005-3-2004-139
Citation: Optimization method of hybrid element stress function for strain gradient theory based on Hellinger-Reissner principle[J]. Chinese Journal of Theoretical and Applied Mechanics, 2005, 37(3): 301-306. DOI: 10.6052/0459-1879-2005-3-2004-139

基于Hellinger-Reissner变分原理的应变梯度杂交元设计

Optimization method of hybrid element stress function for strain gradient theory based on Hellinger-Reissner principle

  • 摘要: 从一般的偶应力理论出发,基于Hellinger-Reissner变分原理,通过对有限元离散体系的位移试解引入非协调位移函数,得到了偶应力理论下有限元离散系统的能量相容条件,并由此建立了应变梯度杂交元的应力函数优化条件. 根据该优化条件,构造了一个C0类的平面4节点梯度杂交元,数值结果表明,该单元对可压缩和不可压缩状态的梯度材料均可给出合理的数值结果,再现材料的尺度效应.

     

    Abstract: Recent experiments have shown that materials will displaystrong scale effect when the scale of non-uniform plastic deformation fieldassociated their intrinsic length scale is on the order of microns. In orderto explain such scale effect phenomena, Fleck and Hutchinson developed acouple stress theory of strain gradient plasticity based on the reducedcouple stress theory, which incorporates the rotation gradient ofdeformation into constitutive model, and introduces a materialcharacteristic length parameter related to the rotation gradient.Theoretical predictions agree well with the micro-torsion and micro-bendingexperiments.In the finite element implementation of Fleck-Hutchinson couple stressplasticity, the higher order nature of theory requires that both thedisplacement and its first-order derivatives to be continuous across theadjacent elements' boundaries. Noticed that the micro-rotation ω, an independent kinematic quantity with no direct dependence ondisplacement u, is introduced in the general couple stresstheory. This enables the C0-continuous element to be developed based onthe general couple stress theory. Fitting within the framework of generalcouple stress theory, the energy consistency condition of the discretefinite element system for couple stress strain gradient theory is derived byintroduction of incompatible displacement trial functions. Furthermore, theoptimization condition of stress trial functions for hybrid element ofstrain gradient theory is constructed based the energy consistencycondition. A 4-node C0 kind hybrid element is designed in terms of theoptimization condition. Numerical tests show that the scale effects can bereflected with the element designed in the paper and reliable results isdelivered both for compressible and incompressible materials.

     

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