Parallel Computing for Enriched Free Mesh Method (EFMM)

摘要

In this paper a structural analysis is performed using the Parallel Free Mesh Method, a kind of mesh-free method of analysis. In order to improve the accuracy of a solution using the Free Mesh Method, we have used the Enriched Free Mesh Method, where the displacement field and the strain field are independently assumed. The unknown parameters of these fields are determined by employing the Hellinger-Reissner principle. An analysis result is demonstrated by real-time visualization processing. Some parallel performance study is also processed with a cluster computer.