Fig. 5
Final topologies of 2DOF CPM for the case of GA* = −3 solved by (a) the C-stiffness (ω = 0.5) and (b) stiffness (ω = 0.5) formulations

Final topologies of 2DOF CPM for the case of GA* = −3 solved by (a) the C-stiffness (ω = 0.5) and (b) stiffness (ω = 0.5) formulations

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