La. Schmit et Yc. Lai, STRUCTURAL OPTIMIZATION-BASED ON PRECONDITIONED CONJUGATE-GRADIENT ANALYSIS-METHODS, International journal for numerical methods in engineering, 37(6), 1994, pp. 943-964
An efficient method for structural optimization is presented. Instead
of classical direct decomposition methods, Preconditioned Conjugate Gr
adient (PCG) methods. in conjunction with two proposed starting-vector
generation schemes, are used to solve the systems of linear equations
associated with the finite element analysis and behaviour sensitivity
analysis problems. These inherently iterative analysis procedures are
then used to carry out the analyses needed at the beginning of each s
tage in an approximation concepts approach to structural optimization.
This technique has been implemented in a research program and used to
solve a collection of minimum weight truss sizing design problems sub
ject to static deflection and stress constraints. The effectiveness of
the PCG methods of analysis in structural optimization is demonstrate
d. Comparison among different preconditioners is made. The effect of t
he proposed starting-vector generation schemes is shown. The comparati
ve merits of analytical sensitivity analysis and finite difference sen
sitivity analysis, when using PCG methods of analysis, are assessed. T
he parallel computation potential of PCG methods is discussed. Because
of the iterative nature of PCG analysis methods and the prospects the
y offer for parallel computation, it is found that PCG analysis method
s show promise in the context of structural optimization.