I would like to compare some limit analysis solutions I ave for reinforced concrete flat slabs with solutions obtained from an incremental plastic analysis. I don't think the Nielsen yield criterion is included in the ANSYS materials so I guess a user material subroutine will be required. If anyone has experience of this and, possibly, some results that I might compare then I'd be very pleased to hear from you.
You can get the similar or apropriate answer by searching the keyword in the GOOGLE SCHOLAR page. Usually you will get the first paper similar to your keyword.
From my experience, this way will help you a lot. If you still have a problem, do not hasitate to let me know.
Kind regards, Dr ZOL BAHRI - Universiti Malaysia Perlis, MALAYSIA
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