[vc_section][vc_row css=”.vc_custom_1562149877897{padding-top: 40px !important;}”][vc_column width=”1/2″][vc_gallery interval=”3″ images=”3835,3834″ img_size=”500×300″][/vc_column][vc_column width=”1/2″][vc_column_text]This demo illustrates the connection between KIMEME and Strand7 to optimize the thickness of a wall, charged with a given force on an edge, in order to minimize the main stress value. Both geometry and FEM analysis are carried on by Strand7.[/vc_column_text][vc_tta_accordion shape=”square” color=”white” active_section=”1″][vc_tta_section title=”DESIGN VARIABLES” tab_id=”1553179762281-9cff1c87-79d60e7b-660e”][vc_column_text]Wall thickness [1,7…2] mm[/vc_column_text][/vc_tta_section][vc_tta_section title=”CONSTRAINTS” tab_id=”1553179762300-fff844f2-c11d0e7b-660e”][vc_column_text]The wall is considered as a 2D plate, which is assigned a variable thickness[/vc_column_text][/vc_tta_section][vc_tta_section title=”OBJECTIVES” tab_id=”1553180485145-d04b5cb9-574e0e7b-660e”][vc_column_text]Minimize mean stress[/vc_column_text][/vc_tta_section][vc_tta_section title=”OPTIMIZATION ALGORITHM” tab_id=”1553180487891-c76fbf68-56fb0e7b-660e”][vc_column_text]Differential Evolution[/vc_column_text][/vc_tta_section][vc_tta_section title=”RUNS” tab_id=”1562148738386-5b4fd2aa-babf”][vc_column_text]2000 evaluations, with parallel execution on 4 workstations using KIMEME Network. Execution time: 10 minutes.[/vc_column_text][/vc_tta_section][/vc_tta_accordion][/vc_column][/vc_row][vc_row][vc_column][vc_empty_space height=”70px”][/vc_column][/vc_row][/vc_section]
