barrykingwill
Senior Member
Sheetmetal Bend
Can someone shed some light on the methodology of a bend in sheetmetal.
If one had to calculate the unbent length manually, so as to agree with Alibre's result, would you
a. Assume the plate bends with zero strain on its neutral axis, ie the outside stretches as much as the inside compresses? In which case one can use the radius of the neutral axis to calculate the unbent length.
b. The outside retains its length and the inside compresses
c. Other
Using a. I get nearly the same answer as Alibre, but it should not be a "nearly" if using the same method.
Anyone know Alibre's method?
Regards
Barry
Can someone shed some light on the methodology of a bend in sheetmetal.
If one had to calculate the unbent length manually, so as to agree with Alibre's result, would you
a. Assume the plate bends with zero strain on its neutral axis, ie the outside stretches as much as the inside compresses? In which case one can use the radius of the neutral axis to calculate the unbent length.
b. The outside retains its length and the inside compresses
c. Other
Using a. I get nearly the same answer as Alibre, but it should not be a "nearly" if using the same method.
Anyone know Alibre's method?
Regards
Barry