Muhammad,
let me bring the original author of the program (Seyed Shahram Ghorashi) into 
the loop as well.

> I ran the case of "Cantiliver_beam_3d" and it returned the results after 
> couple of minutes as mentioned in the attachement (where per time step, 
> seemingly only one iteration was performed in Newton method and in all 
> increamental load steps the result values are zero for both stress and 
> displacement).

Good question. I can confirm that that is what the program generates (though 
at least the dual solution is non-zero), but as with all of the code gallery 
programs, we just make them available for others to look at -- we don't 
generally know what specifically they are doing, or whether they are correct. 
You will have to ask Seyed Shahram Ghorashi this question.


> Secondly I tried to run the case "Thick_tube_internal_pressure" which first 
> popped up the dialog message of :
 > [...]
> Where as per my understanding of template based nature of deall.ii and also 
> this case is 2d so if I change the *dim = 2* from originally *dim = 3* in 
> main 
> function of elastoplastic.cc

Yes, this is the correct solution.


> then the following error comes during compilation :
> [...]

Yes, I can confirm this as well. I will admit that I don't think this ever 
worked.

In the end, this is really the limitation of the code gallery. We see it as a 
way for our users to share codes that may be of use to others in the 
community, but we do not endorse them or verify the quality of these codes. 
It's also quite possible that they *used* to work correctly with older deal.II 
versions, but don't any more -- I could imagine that being the situation with 
the first problem above.

Let's hope that Seyed has something to add that help you!

Best
  WB

-- 
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Wolfgang Bangerth          email:                 [email protected]
                            www: http://www.math.colostate.edu/~bangerth/

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