Matrix or Vector | Geometry | Shape Functions | Integration Points |
---|---|---|---|
Stiffness, Mass, and Stress Stiffness Matrices; and Thermal Load Vector | Brick | Equation 11–236 , Equation 11–237, and Equation 11–238 | 14 if KEYOPT(11) = 0 |
Wedge | Equation 11–211, Equation 11–212, and Equation 11–213 | 3 x 3 | |
Pyramid | Equation 11–195, Equation 11–196, and Equation 11–197 | 2 x 2 x 2 | |
Tet | Equation 11–187, Equation 11–188, and Equation 11–189 | 4 | |
Pressure Load Vector | Quad | Equation 11–82 and Equation 11–83 | 3 x 3 |
Triangle | Equation 11–58 and Equation 11–59 | 6 |
Load Type | Distribution |
---|---|
Element Temperature | Same as shape functions thru element |
Nodal Temperature | Same as shape functions thru element |
Pressure | Bilinear across each face |
Reference: Zienkiewicz
Structures describes the derivation of structural element matrices and load vectors as well as stress evaluations. If KEYOPT(3) = 1, the mass matrix is diagonalized as described in Lumped Matrices.