LeonWilmott, Mrbala,The mass matrix M can be reduced to a diagonal matrix by a 'row sum lumping mass matrix' method which is used in FEM by civil engineers in their notation.For example, with linear hat functions, M is tridiagonal with constant mesh h is M = H {1, 4, 1} --> h {0, 1, 0}. Then the form becomes dU/dt + KU = F.Theorem 3.2 here discusses stability of the ADE for the ODE
http://www.math.ust.hk/~masyleung/Repri ... h05.pdfFor cubics, I remember that trapezoidal integration is used to achieve same ends. mrbala,Do you use Strang splitting?