Finite Element Application Code
This Finite Element Analysis (FEA) stress/strain
calculation code uses the finite element method to
solve for displacement, stress and strain for two or
three dimensional meshes. It allows a range of finite
elements types, with differing shape functions and
numbers of nodes, as well as a number of analysis
modes (e.g. plain strain, axissymmetric etc.). It
uses the popular technique of constructing stiffness
matrices for every finite element and incorporating
contributions from each of those matrices into a
global system matrix. The system matrix is then
adjusted to account for boundary conditions with
loadings being catered for in a right hand side of the
system matrix equation. The solution of displacements
to satisfy the system matrix equation is calculated
using a conjugate gradient technique.
Code information: 7000 lines of
source and 75 subroutines
Total Parallelization
Time using ParaWise :
Approximately 2 hours.
User Time: Approximately 20 minutes.
The results are for a 3000 element test
case. The data partition onto 16 processors of the
unstructured finite element mesh using the CAPLib
library (automatically called by the parallel code
generated by ParaWise) is shown below on the left.
Below on the right shows a diagram of the
computation solutions for stress.
The same code was copied to the different parallel
platforms, compiled and linked with CAPLib to create
the parallel executable. The resuts to the left show
good speedup and scalability of the ParaWise
generated code on a Cray T3D and an IBM SP2.
