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. 2022 Jan 19;13:388. doi: 10.1038/s41467-021-27713-7

Fig. 5. Setup and results of a fluid-structure optimization problem with 40 × 16 design variables.

Fig. 5

a Problem setup: minimizing pressure drop through the tunnel. b Dimensionless inlet pressure versus ntrain, the number of accumulated training samples. SOLO-G denotes a greedy version of our proposed method, where the cross “X” denotes the convergence point (presented in d). The horizontal dashed line denotes the solution from the gradient-based method. c Optimized design obtained by the gradient-based method. P~=0.8065. d Optimized design obtained by SOLO-G. ntrain = 1912 and P~=0.8062. In c, d black denotes ρ = 1 (solid) and white denotes ρ = 0 (void). The SOLO-G result in d has two gaps at the 7th and 12th columns, while the gradient-based result in c gives a smooth ramp. We try filling the gaps and find that their existence indeed reduces pressure, which demonstrates the powerfulness of our method.