My code is not stabilized. Does that make a difference?

Subramanya G Sadasiva,

Graduate Research Assistant,
Hierarchical Design and Characterization Laboratory,
School of Mechanical Engineering,
Purdue University.

"The art of structure is where to put the holes"
Robert Le Ricolais, 1894-1977


On Thu, Apr 4, 2013 at 6:08 PM, Roy Stogner <[email protected]>wrote:

>
> Almost forgot to Cc: libmesh-users:
>
> On Thu, 4 Apr 2013, Subramanya Gautam Sadasiva wrote:
>
> > From: "Roy Stogner" <[email protected]>
> >
> >> Are you using the symmetric or asymmetric constraints option?  You
> >> might try the alternative.
>
> > Are these options for the dirichlet boundary condition objects? Or
> > are these for when I constrain the matrix at the end of assembly..
> > (constrain_element_matrix etc.)
>
> When you constrain at the end of assembling each element.
>
> >> What are your FE variable types?
> >
> > I am using Q4 for the pressure and Q9 for the velocities. If I solve
> > without adaptivity , I have no problems and the thing works as
> > promised.
>
> I was wondering if there was some LBB stability criteria that an
> adaptive mesh might be breaking... but I used to use Q2/Q1 Taylor Hood
> elements on adapted grids all the time without running into issues
> that affected my dumb GMRES+ILU solver options.
> ---
> Roy
>
>
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