mpotts
Mechanical
- Apr 10, 2013
- 3
HAS ANYONE HAD EXPERIENCE USING ALGOR TO ANALYZE LARGE WELDED STRUCTURES MADE UP
OF THIN WALLED MEMBERS. I AM CURRENTLY TRYING TO MESH A STRUCTURE THAT IS MADE
UP OF 2X2X1/8W TUBING. THE OVERALL WELDMENT IS 30 FEET LONG X 5 FT WIDE.
USING SOLID A SOLID MESH THE ANALYSIS KEEPS STALLING OUT. BECAUSE OF THE THIN
WALLS I HAVE STARTED MY MESH SIZE OUT AT 1/8". IS THERE A BETTER
WAY TO MESH A STRUCTURE OF THIS TYPE?
OF THIN WALLED MEMBERS. I AM CURRENTLY TRYING TO MESH A STRUCTURE THAT IS MADE
UP OF 2X2X1/8W TUBING. THE OVERALL WELDMENT IS 30 FEET LONG X 5 FT WIDE.
USING SOLID A SOLID MESH THE ANALYSIS KEEPS STALLING OUT. BECAUSE OF THE THIN
WALLS I HAVE STARTED MY MESH SIZE OUT AT 1/8". IS THERE A BETTER
WAY TO MESH A STRUCTURE OF THIS TYPE?