Hi again,

Ok. Seems sensible to me. Now, I'm a nuclear physicist so FEM is not quite
what I do for a living, but presently I'm giving it a try to see if it can
improve some detector simulations we are doing, presently done with finite
difference solvers, so bare with me even if I'm not 100% on target all the 
time. I`ve already tried with dealII and that worked ok, but for good or 
bad reasons (I'm not sure;) I want simple tets with first order shape 
functions, hence libmesh.

As for getting inverted element, this means I've moved a node to the other
side of the opposite face of my tet? This could very well be a bug in my 
code. I can, and will, check that I don't move nodes in an unreasnoble way.

Also, I'll get back with a stack/call trace and the nodes of the failing 
element etc. But Paris time is 20:13 and I got other duties calling for me
so I guess that will be tomorrows project.

cheers


Joa


On Tue, Oct 13, 2009 at 12:47:26PM -0500, Roy Stogner wrote:
> 
> On Tue, 13 Oct 2009, Joa Ljungvall wrote:
> 
> >If I change the locations of the new nodes when they are made, i.e. somewhere
> >deep down in the MeshRefinement class, can I do what I would like to do?
> 
> I don't think that would make any difference.  If moving nodes
> eventually gives you an inverted element, it probably won't matter
> exactly when the nodes are moved.
> 
> I do think it would be a big mistake to start planning major low-level
> changes before we fully understand why the less intrusive algorithm is
> failing.  Maybe get at that negative Jacobian failure in the debugger:
> is the inverted element active?  A parent?  If the latter, what code
> is calculating the Jacobian, and can it be worked around somehow?
> ---
> Roy

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