JCWilson
Structural
- May 20, 2001
- 28
In our line of business we often specify a lot of bent plate fabrications, typically from 16gage cold-rolled steel sheet to 3/8" hot-rolled plate. Often, we take it for granted that the materials are "bendable" and that there will not be any adverse affects from the bending process.
It was recently brought to our attention that a fabricator was trying to bend 50 ksi 1/4" steel plate with a tight radius of about 1/2" to the outside edge. When the bend line was parallel to the grain orientation, significant tearing/cracking was observed. When the bend line was perpindicular to the grain, the texture of the grain could be observed after bending, but it did not appear to crack.
Is the plate acceptable in this condition where the bend is perpindicular to the grain? Where can I find design data as to the limitations of bending steel plate of verious grades, including cold and hot rolled.
It was recently brought to our attention that a fabricator was trying to bend 50 ksi 1/4" steel plate with a tight radius of about 1/2" to the outside edge. When the bend line was parallel to the grain orientation, significant tearing/cracking was observed. When the bend line was perpindicular to the grain, the texture of the grain could be observed after bending, but it did not appear to crack.
Is the plate acceptable in this condition where the bend is perpindicular to the grain? Where can I find design data as to the limitations of bending steel plate of verious grades, including cold and hot rolled.