Nov. 24, 2015
9:37 a.m.
Hi Nayan,
On 11/23/2015 09:25 PM, nayan...@gmail.com wrote:
Hello Robert, I am trying to simulate a rectangular block with the fixed bottom and loaded at the top by an area force.
I have following doubts. Please clarify 1.How to consider the area force.
Use the dw_surface_ltr term.
2.Which elastic equation should I use? I am not finding any equation for area loads.
Check [1].
3.I'm sharing my problem description file. Kindly look into it and help me understand. I am very new to SfePy.
I have modified your problem description file for the area loads, see the attachment. I have also fixed the region definitions (do not use '=') and the field shape.
Does it help?
r.
[1] http://sfepy.org/doc-devel/examples/linear_elasticity/linear_elastic_tractio...