On Sat, Sep 12, 2009 at 4:08 PM, Ted Kord <teddy.k...@googlemail.com> wrote:
> 2009/9/12 David Knezevic <dk...@mit.edu>
>
>> Roy Stogner wrote:
>>
>>>
>>> On Sat, 12 Sep 2009, David Knezevic wrote:
>>>
>>>  Ted Kord wrote:
>>>>
>>>
>>>  How do I apply a Neumann B.C at an inter-element boundary?
>>>>>
>>>>
>>>> The same way as a usual Neumann BC... the only trick is that you have to
>>>> find which internal element to apply it to. One way to do this would be
>>>> to set the subdomain_id of elements on one side of the inter-element
>>>> boundary to 1 and on the other side to 2, and then search for elements
>>>> with subdomain_id = 1 that have a neighbor with subdomain_id = 2, and
>>>> apply the Neumann BC to the appropriate side of those elements.
>>>>
>>>
>>> The trouble with this is that you'll still have the entries in your
>>> matrix from the shape functions which stretch between the element on
>>> one side of the boundary and on the other.  If you have a slit in your
>>> domain on which you want to weakly impose boundary conditions, you
>>> need to make it an actual topologically broken slit, and then it's
>>> just another set of exterior boundaries.
>>>
>>
>> I was thinking of imposing an internal flux between internal elements (e.g.
>> as a type of forcing, but inside the domain rather than on the boundary). In
>> that situation an "internal" Neumann condition does the job --- the
>> variational formulation takes care of everything for you...
>>
>> - Dave
>>
>
> The problem I actually have is that there's a concentrated load at a single
> point, say x = 16 (domain: 0 < x < 20) which is represented mathematically
> as :
>
> -0.5 - 30 * dirac-delta(x-16)
>
> As far as I know, this, i.e., -30 will have to be applied as a Neumann B.C
> at that point.

I wouldn't think of a point-load as a boundary condition ... it's not
a boundary condition.

Assuming the delta function falls on a node in the mesh, you can just
modify the load vector entry for the basis function associated to that
row.

-- 
John

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