You can use the same term also in 2D, the traction is then applied to a line (surface in 2D).
But if you really mean concentrated point load, then there is no term for this yet. But you could try making directly a zero rhs vector and setting the its components directly. Solution outside simple.py machinery... Does it make sense?
r.----- Reply message -----
From: "Andre Smit" <freev...@gmail.com>
To: <sfepy...@googlegroups.com>
Subject: Point load
Date: Mon, Dec 13, 2010 15:18--
In the linear_elastic_tractions.py example I note that tractions can be applied to surfaces in 3D models. What about point loads for 2D models (without hacking the dw_point_lspring term).
--
Andre
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