This study presents a novel computational method for implementing the time
finite element formulation for the equations of linear structural dynamics.
The proposed method adopts the time-discontinuous Galerkin method, in whic
h both the displacement and velocity variables are represented independentl
y by second-order interpolation functions in the time domain. The solution
algorithm derived utilizes a predictor/multi-corrector technique that can e
ffectively obtain the solutions for the resulting system of coupled equatio
ns. The numerical implementation of the time-discontinuous Galerkin finite
element method is verified through several benchmark problems. Numerical re
sults are compared with exact and accepted solutions from previous literatu
re. Since a fifth-order accurate algorithm ensues by using quadratic interp
olations for displacement and velocity, numerical results significantly imp
rove in stability and accuracy for structural dynamics problems.