On Mon, 6 Dec 2004, KIRK, BENJAMIN (JSCEG) (NASA) wrote:
> With the analogy to a point load, I believe what you want to do is simply
> add the relevant contribution to the system "load" vector after assembly.
This is a good shortcut if you're using a finite element which has a
unitvalued basis function and a bunch of zerovalued basis functions
at the node.
Although this may be true for all the useful finite element types (the
monomial basis is the only exception I know of) in libMesh right now,
it's not guaranteed to be true for any element  the C1continuous
elements I'm adding don't have degrees of freedom corresponding to
midedge node values, for example. In the most general case you need
to get the values for all test functions supported at your point load,
and add the weighted contribution for each of the nonzero ones.

Roy Stogner
