A refined nonconforming quadrilateral element for couple stress/strain gradient elasticity

Abstract

Abstract C 0−1 patch test ( Int. J. Numer. Meth. Engng 2004; 61 :433–454) proposed by Soh and Chen is a reliable method to ensure convergence of nonconforming finite element for the couple stress/strain gradient elasticity. The C 0−1 patch test function is a complete quadratic polynomial that satisfies the equilibrium equations. To pass the C 0−1 patch test, the element displacement functions used to calculate strains must satisfy C 0 continuity (or weak C 0 continuity) and quadratic completeness. In this paper, a 24‐DOF (degrees of freedom) quadrilateral element (CQ12+RDKQ) for the couple stress/strain gradient elasticity is developed by combining the refined thin plate element RDKQ and the nonconforming element CQ12. The element RDKQ, which satisfies weak C 1 continuity, is used to calculate strain gradients, whereas strains are computed by the element CQ12, which is established based on an extended variational functional and satisfies weak C 0 continuity and quadratic completeness. Numerical examples show that the element (CQ12+RDKQ) passes the C 0−1 patch test and it is also more efficient than the existing available triangular and quadrilateral elements in stress concentration problems with size effects. Copyright © 2010 John Wiley & Sons, Ltd.