Abstract
Formulation and numerical evaluation of a novel four-node quadrilateral element with continuous nodal stress (Q4-CNS) are presented. Q4-CNS can be regarded as an improved hybrid FE-meshless four-node quadrilateral element (FE-LSPIM QUAD4), which is a hybrid FE-meshless method. Derivatives of Q4-CNS are continuous at nodes, so the continuous nodal stress can be obtained without any smoothing operation. It is found that, compared with the standard four-node quadrilateral element (QUAD4), Q4-CNS can achieve significantly better accuracy and higher convergence rate. It is also found that Q4-CNS exhibits high tolerance to mesh distortion. Moreover, since derivatives of Q4-CNS shape functions are continuous at nodes, Q4-CNS is potentially useful for the problem of bending plate and shell models.
Similar content being viewed by others
References
Belytschko, T., Lu, Y. Y., and Gu, L. Element free Galerkin methods. International Journal for Numerical Methods in Engineering 37(2), 229–256 (1994)
Calvo, B., Martinez, M. A., and Doblare, M. On solving large strain hyperelastic problems with the natural element method. International Journal for Numerical Methods in Engineering 62(2), 159–185 (2005)
Krysl, P. and Belytschko, T. Analysis of thin plates by the element-free Galerkin method. Computational Mechanics 17(1–2), 26–35 (1996)
Melenk, J. M. and Babuska, I. The partition of unity finite element method: basic theory and applications. Computer Methods in Applied Mechanics and Engineering 139(1–4), 289–314 (1996)
Rajendran, S. and Zhang, B. R. An “FE-meshfree” QUAD4 element based on partition of unity. Computer Methods in Applied Mechanics and Engineering 197(1–4), 128–147 (2007)
Zhang, B. R. and Rajendran, S. ’FE-meshfree’ QUAD4 element for free-vibration analysis. Computer Methods in Applied Mechanics and Engineering 197(45–48), 3595–3604 (2008)
Duarte, C. A., Kim, D.-J., and Quaresma, D. M. Arbitrarily smooth generalized finite element approximation. Computer Methods in Applied Mechanics and Engineering 196(1–3), 33–56 (2005)
Zienkiewicz, O. C. and Taylor, R. L. The Finite Element Method, 5th Ed., Vol. 2-Solid Mechanics, Elsevier, 124–126 (2000)
Lancaser, P. and Salkauskas, K. Surface generated by moving least squares methods. Mathematics of Computation 37(155), 141–158 (1981)
Zheng, C., Tang, X. H., Zhang, J. H., and Wu, S. C. A novel mesh-free poly-cell Galerkin method. Acta Mechanica Sinica 25(4), 517–527 (2009)
Tian, Rong, Yagawa, Genki, and Terasaka, Haruo. Linear dependence of unity-based generalized FEMs. Computer Methods in Applied Mechanics and Engineering 195(37–40), 4768–4782 (2006)
Chen, X. M., Cen, S., Long, Y. Q., and Yao, Z. H. Membrane elements insensitive to distortion using the quadrilateral area coordinate method. Computers and Structures 82(1), 35–54 (2004)
Timoshenko, S. P. and Goodier, J. N. Theory of Elasticity, 3rd Ed., McGraw, New York (1970)
Roark, R. J. and Young, W. C. Formulas for Stress and Strain, McGraw, New York (1975)
Author information
Authors and Affiliations
Corresponding author
Additional information
Communicated by Xing-ming GUO
Rights and permissions
About this article
Cite this article
Tang, Xh., Zheng, C., Wu, Sc. et al. A novel four-node quadrilateral element with continuous nodal stress. Appl. Math. Mech.-Engl. Ed. 30, 1519–1532 (2009). https://doi.org/10.1007/s10483-009-1204-1
Received:
Revised:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10483-009-1204-1
Key words
- Q4-CNS
- four-node quadrilateral element
- partition of unity
- continuous nodal stress
- accuracy
- mesh distortion