elasticity problem with arbitrary order discontinuous finite element spaces in d-dimension
(d= 2, 3 d= 2, 3). This method uses polynomials of degree k+ 1 k+ 1 for the stress and of
degree k for the displacement (k ≥ 0 k≥ 0). The mixed DG scheme is proved to be well-
posed under proper norms. Specifically, we prove that, for any k ≥ 0 k≥ 0, the H (div) H
(div)-like error estimate for the stress and L^ 2 L 2 error estimate for the displacement are …