I am taking the FEM course on coursera sponsored by u-mich. I just 
installed deal.ii and successfully ran the first example. I am quite happy 
with that, but before learning more, I want to make sure how suitable is 
deal.ii for me (in the professional aspect, I am a civil engineer) and how 
much I can achieve with it.

a) Is it possible to include any material constitutive relation, for 
example, Todeshini Stress-strain relationship (Figure b) ?

[image: 
http://www.mdpi.com/materials/materials-08-00435/article_deploy/html/images/materials-08-00435-g005-1024.png]
<http://www.mdpi.com/materials/materials-08-00435/article_deploy/html/images/materials-08-00435-g005-1024.png>


b) is it possible to work with frame/bar elements in 1D, 2D and 3D, not 
only on compression or tension loads (which I know deall.ii is capable of), 
but also being capable of describing the flexural behavior, this is, is 
deal.ii capable of modeling a Bernoulli Beam 
<https://en.wikipedia.org/wiki/Euler%E2%80%93Bernoulli_beam_theory>? 
c) is it possible to model shell elements in 2D and 3D (and as before), not 
only for compression/tension (or plane stress/strain problems), but also 
modeling it's bending behavior, like a bending plate.

d) Is it possible to model hysteric behavior 
<https://en.wikipedia.org/wiki/Hysteresis>?

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