Dynamic-explicit finite element simulation of complex problems in civil engineering by parallel computing

paper deals with the simulation of the non-linear and time dependent behaviour of complex structures in engi- neering. Such simulations have to provide high accuracy in the prediction of deformations and stab ility, by taking into account the long term influences of the non-linear behaviour of the material as well as the large deformation and contact conditions. The limiting factors of the computer simulation are the computer run time and the memory requirement during solving large scale problems. To overcome these problems we use a d ynamic-explicit time integration procedure for the solution of the semi-discrete equations of motion, which is very suited for parallel processing. In the paper at first we give a brief review of the theoretical background of the mechanical modelling and the dynamic-explicit technique for the solution of the semi-discrete equations of motion. Then the concept of parallel processing will be discussed. A test example concludes the paper.