1994
DOI: 10.1016/0168-874x(94)90025-6
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A study of design velocity field computation for shape optimal design

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Cited by 132 publications
(75 citation statements)
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“…these parameters are required, since they are not provided by today's commercial CAD packages. One approach to obtain these geometric sensitivities (also found in the literature as design velocities [10]) is to compute finite differences between the CAD model before and after a parameter perturbation. This approach has been identified by some researchers [11,12,13] to lack robustness against topology and labelling changes, which can occur even under small parameter perturbations.…”
Section: Introductionmentioning
confidence: 99%
“…these parameters are required, since they are not provided by today's commercial CAD packages. One approach to obtain these geometric sensitivities (also found in the literature as design velocities [10]) is to compute finite differences between the CAD model before and after a parameter perturbation. This approach has been identified by some researchers [11,12,13] to lack robustness against topology and labelling changes, which can occur even under small parameter perturbations.…”
Section: Introductionmentioning
confidence: 99%
“…The advantage of this method is that it is easy to implement and interface with a commercial CAD package. However, the linear dependency of the DVF with respect to the design variable is not easy to maintain since there is not a general mathematical formula to relate the design variable with mesh changes, thus the derived struc tural response sensitivities may not be reliable to predict the approximated results of the mod ified finite element model [86]. Furthermore, applying Laplace smoothing techniques for large finite element models is inefficient [87].…”
Section: Finite Difference Methods With Automatic Mesh Generationmentioning
confidence: 99%
“…In both specifications, the DVF is determined by solving the discretized finite element equilibrium equation of an auxiliary linear elasticity model. The regularity and linear dependency of the DVF are auto matically satisfied [86], however, this method is inefficient since an additional finite element solution is required, and the flexibility of the boundary shape changes is limited.…”
Section: Boundary Displacement and Fictitious Load Methodsmentioning
confidence: 99%
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