U. Kirsch, EFFICIENT SENSITIVITY ANALYSIS FOR STRUCTURAL OPTIMIZATION, Computer methods in applied mechanics and engineering, 117(1-2), 1994, pp. 143-156
Efficient sensitivity analysis, based on high quality approximations o
f displacements, is presented. The improved approximations are achieve
d by combining the efficiency of local approximations (series expansio
n) and the quality of global approximations (the reduced basis method)
. Three approximate sensitivity analysis methods are developed and com
pared: the direct method, the adjoint-variable method and the finite-d
ifference method. All the approximations are based on the results of a
single exact analysis of the initial design, and they can be used wit
h a general finite element system. The methods are easy to implement a
nd suitable for different types of design variables and structures. It
is shown that high quality approximations of derivatives can be achie
ved with a relatively small computational effort for very large change
s in the design variables.