mdan90
Mechanical
- Jan 3, 2016
- 16
Hello guys
I created a honeycomb structure under blast loads using the Dynamic/Explicit step. But due to Abaqus inability to optimize explicit analysis I had to mirror the blast loads into static loads under Static, General step. The results aren't perfect but it will do. Now if anyone could tell me how to proceed with the optimization I would be grateful.
I want to reduce peak displacement but optimizing the honeycomb core only, the idea behind this is for Abaqus to determine the optimal geometry of the core to resist blast loads.
I created a honeycomb structure under blast loads using the Dynamic/Explicit step. But due to Abaqus inability to optimize explicit analysis I had to mirror the blast loads into static loads under Static, General step. The results aren't perfect but it will do. Now if anyone could tell me how to proceed with the optimization I would be grateful.
I want to reduce peak displacement but optimizing the honeycomb core only, the idea behind this is for Abaqus to determine the optimal geometry of the core to resist blast loads.