I am using the regular package now and I got the output. I am confused with the units. What's the unit of stress here? Is it N/M2?
Regards, Nayan
On Friday, November 27, 2015 at 11:24:43 AM UTC+1, Robert Cimrman wrote:
On 11/26/2015 10:19 AM, naya...@gmail.com javascript: wrote:
Robert, Thanks a lot for your help. I was previously using Python(x,y) on my windows. I was getting errors during post processing. Now I want to install SfePy in Ubuntu. Which one would you suggest Python(x,y) or Canopy?
I would use the regular package system - all the packages are there. See [1] - let us know if something is missing there. I do not have a preference in scientific python distributions (not using them personally).
r. [1] http://sfepy.org/doc-devel/installation.html#ubuntu
Thanks in advance, Nayan
On Tuesday, November 24, 2015 at 10:37:56 AM UTC+1, Robert Cimrman wrote:
Hi Nayan,
On 11/23/2015 09:25 PM, naya...@gmail.com javascript: wrote:
Hello Robert, I am trying to simulate a rectangular block with the fixed bottom
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
and 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...