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The angular deformation at lim = 4.5 Degrees t -> ∞ Question #1: I guess I should start with a standard model before I even start thinking of using my own creep law. I can't find Extended Drucker-Prager model in any of the tabs in the workbench material toolbox. From what I understand...

Thanks for your answers, it is much appreciated. My Masters director came to see me today and was advising me to post these pictures.

I know I still got lot to learn about ANSYS. Would you be so kind as to send me sequential steps to follow? like 1. ... 2. ... 3. ... and so on Maybe I should have said that the flat bar, once the force is removed, springs back towards it's original position and this, during 5 to 6...

Anyone can help me please?

The attachment picturehttps://res.cloudinary.com/engineering-com/image/upload/v1481140477/tips/Schematic_and_creep_response_equation_jvobkd.pdf

Hi, I'm writing on this forum because I'm a bit at a lost with an analysis conducted with ANSYS workbench. I've got creep response data and springback data: I used a test bench consisting of a constant weight pulling laterally a polypropylene flat bar (somewhat in the manner of a cantilever...