Mass Matrix Integration Scheme for Fifteen-node Wedge Element
For finite element analysts using solid wedge elements, this work offers a more efficient and accurate integration method, though it is an incremental improvement over existing numerical integration techniques.
The paper proposes a novel ten-point numerical integration rule for computing the mass matrix of a fifteen-node wedge element, which outperforms the standard eighteen-point scheme in both accuracy and computational efficiency across all mesh coarseness levels.
At present, mass matrix of solid fifteen node wedge element is computed by means of eighteen-point (Gauss points) numerical integration scheme. Herein, this widely accepted scheme is being challenged. We derive a novel, easy-to-implement, ten-point integration rule. To this end, the metric (Jacobian determinant) is approximated using special second order interpolation, requiring ten evaluation points. This polynomial approximation permits further analytical integration, which is accompanied by convenient coefficient matrix definition. Coefficient matrices (equivalent to weights), allow the new rule to be formulated in a well-known manner. Preliminary numerical study considering both fine and a coarse mesh is conducted. In fact, significant accuracy superiority over eighteen-point scheme is established for all the coarseness range. In conclusion, our ten-point mass matrix scheme over-performs the standard 18-point integration rule in both the accuracy and in computational effort.