The partitioned element method in computational solid mechanics

Abstract A finite-element-like approximation method is proposed for solid-mechanics applications, in which the elements can take essentially arbitrary polygonal form. A distinguishing feature of the method, herein called the “partitioned element method,” is a partitioning of the elements into quadrature cells, over which the shape functions are taken to be piecewise linear. The gradient and constant values for each cell are determined by minimizing a quadratic function which represents a combined smoothness and compatibility measure. Linear completeness of the shape-function formulation is proved. Robustness in the presence of element non-convexity and geometric degeneracy (e.g. nearly coincident nodes) are particular goals of the method. Convergence for various 2D linear elasticity problems is demonstrated, and results for a finite-deformation elastic–plastic problem are compared to those of the standard FEM.

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