We are intending to bend an IPN200 steel beam about the major axis but to a very tight radius 1.35m. It can be done but the strain during bending is very high and will affect the steel properties. Yield strength will still be okay but ductility is likely to be a problem as a minimum ductility is required for the steels used in the standard calculations.
I found the following good article on the subject ( http://redigitaleditions.com/Olive/ODE/BDC/Default.aspx?href=BDC/2009/10/03&pageno=44&view=document ) but can find no way of calculating the beams new properties to see if it can fit the bill.
Does anyone have some references for this ?