I am performing a simple static linear analysis where in load is applied to the node forming the wireframe in the middle of the model which I have assigned a truss section. When I submit the job I see an error - " 24 elements have missing property definitions. The elements have been identified...
Hello All,
I would like to get the reaction moments at the nodes as an output. The problem is my nodes does not have rotational degrees of freedom. Could anyone please suggest me as to how can I get the reaction moments at these nodes?
Thank you in advance.
Anjali
Hi Danstro,
I altered my script as per your suggesstion. Unfortunately I still get the error message.
Script:
from odbAccess import *
from textRepr import *
from abaqusConstants import *
import odbAccess
odb=openOdb(path='shear.odb')
n='NODESET1'...
Thank you brep,
You were right. COORD is not a field output variable. Unfortunately I could not find out from scripting manual in abaqus as to how to get the COORDINATES data for any particular node.Could you possibly help me with that?
Regards
Anjali
Hi Brep,
Thank you for your reply. I have requested COORD output in my input file along with displacement output. Do you think soemthing is wrong with the python script I have written? It said Key error in error message when i tried running the program.
Hi All,
I have written a simple python program which will help me extract the coordinates and displacement output for only the nodeset I am interested in and writes it into a text file.
Unfortunately it is giving me an error while I run the below program though I have used the right syntax...
Hi xerf,
Thank you for the reply. WEll The error msg is for the line :disp=displacementfield.getSubset(region=first_set). The previous line which points to the "nodeset1" works fine with nodesets.keys('nodeset1') syntax where in it didnt work with nodesets['nodeset1'] syntax.
I dont know why...
Hi,
Thank you for the reply. WEll The error msg is for the line :disp=displacementfield.getSubset(region=first_set). The previous line which points to the "nodeset1" works fine with nodesets.keys('nodeset1') syntax where in it didnt work with nodesets['nodeset1'] syntax.
I dont know why it...
Hi All,
I have written a simple python program which will help me extract the displacement output for only the nodeset I am interested in and writes it into a text file.
Unfortunately it is giving me an error while I run the below program though I have used the right syntax
Error message: File...
Hi All,
I have to apply uniform pressure load on C3D8H element type elements.But ABAQUS is not allowing me to apply pressure load on these elements.
1)Is it because these are elments and not surfaces?also I have mesh and not geometry of model.
2) secondly if I have to apply pressure from inside...
Hi All,
I have to apply pressure load (uniform) on certain element sets selected and the synatx I used is as below.
*Elset,elset=<Name of elment set>,generate
<first element number>,<last element number>,<increment>
*DLOAD,OP=MOD
<name of element set>,P,<pressure value>
I get an error message...
Hi All,
I am doing a coupled field analysis(Structural-Thermal) in ANSYS 11.I face certain problems.I request your suggestions regarding the same.
Error Message obtained while running an analysis:
The Error message I got said ''equivalent plastic strain increment has exceeded the specified...
Hi All,
I am doing a simulation of Hip Bone Prosthesis.A brief introduction about this would be,I have a 3 D model of bone inside which a cavity is made(whose dimensions are in sink with implant which will be assembled inside it) and an implant has been assembled in abaqus.Now I need to run a...
