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Table 8 coefficients used to capture the solution with the finite element approximation for the quadratic patch test

From: On the construction of approximation space to model discontinuities and cracks with linear and quadratic extended finite elements

 

Sukumar [14]

Moës [27]

Belytchko [28]

Linear \(\phi (x)\) and linear F(x)

The analytical solution cannot be represented. Incompatibility for the central element.

Quadratic \(\phi (x)\) and quadratic F(x)

The analytical solution cannot be represented. Incompatible with blending elements.

No solution. Incompatibility for the central element.

The analytical solution cannot be represented. Incompatible with blending elements.

Quadratic \(\phi (x)\) and linear F(x)

The analytical solution cannot be represented. Incompatible with blending elements.

\(\left\{ \begin{aligned} a_1&= 0\\ a_2&= \frac{f}{4E_1}\left( \frac{5}{2}x_0 L - x_0^2\right) + \\&\frac{f}{4E_2}\left( \frac{3}{2}L^2 - \frac{5}{2}x_0 L + x_0^2\right) \\ a_3&= \frac{f}{2E_1}x_0(2L - x_0) + \frac{f}{2E_2}(x_0 - L)^2\\ b_1&= \frac{f}{4}\left( \frac{1}{E_1} - \frac{1}{E_2}\right) (2L - x_0)\\ b_2&= \frac{f}{8}\left( \frac{1}{E_1} - \frac{1}{E_2}\right) (3L - 2x_0)\\ b_3&= \frac{f}{4}\left( \frac{1}{E_1} - \frac{1}{E_2}\right) (L - x_0) \end{aligned}\right. \)

The analytical solution cannot be represented. Incompatible with blending elements.