Plasticix
Structural
- Jun 2, 2004
- 5
A rectangular bar 1/8" thick x 2.5" wide x 30" long made of Hardox 450 steel (Fy = 170 ksi) is bent 180 degrees at the center of the bar (out of plane bending) with an outside radius of 1.25". What is the residual stress at the bent section ? Is this a simple calculation or requires FEA ?