@Mustaine3 I'm sorry, I've searched in this forum "OOF2" and I've seen that there were other questions about this topic, for this reason, I've posted here.
Let me know where I can move this question to a more appropriate section, thanks :)
hi guys,
I'm a new user of OOF2. I want to lead a linear static FEM analysis of a wall made of stones and mortar by using OOF2.
I've already defined my model in terms of materials, boundary conditions and load.
btw, among the input data, I didn't find a field where I could put the thickness...
Hello,
I would ask to you, if in abaqus is possibile to see an output field as U1 or SM, instead of a color map as 3D diagram where at certain point's coordinate can be saw the value of the chose quantity.
i.e.
I have this output about a plate:
I wish obtain through abaqus an output like...
Hello,
I should extract stiffness matrix from my model in abaqus. I addedd this lines (like suggested by several forum), in my file *inp :
*STEP
*MATRIX GENERATE, STIFFNESS
*MATRIX OUTPUT, STIFFNESS, FORMAT=MATRIX INPUT
*END STEP
I expect a *.mtx file containing the elements of the stiffness...
Hello guys,
if i have a sets of element (beam) :
for example :
*Elset, elset=E1, instance=telaio-1, generate
1, 8, 1
*Elset, elset=E2, instance=telaio-1, generate
9, 16, 1
*Elset, elset=Ei ...
is it possible group E1,E2,...,E1 in different group :
*Elset, elset=Group1...
Mustaine3 exuse me,
I modified the definition of the load line in the file *inp , like this:
*Dload
all_elements, PY, -400.
but I can't see the load and to obtain convincing results , even though I seem to have written everything correctly . ( There will be some error that escapes me ).
I am...
Mustaine3, I have a simple double fixed beam.
http://files.engineering.com/getfile.aspx?folder=c59fa533-9556-424a-b8ca-e646669d2e36&file=cantilever.inp
I can't get correct results in terms of M and I can't see the load .
Any idea why?
(is an example for lear abaqus)
Thx in advance
Hi,
How I can see graphically the loads defined in Abaqus / CAE model?
( Example load distributed linearly on a beam (*Dload) or (*Cload) in a point. )
I searched but could not find much about it.
Thanks in advance
Mustaine3, I am learning. Define internal constraints (releases )is the basis for my models,unfortunately I have not found how to do, why I asked you to please let me an example , so I can learn ;)
I would be grateful if you could explain the procedure ;)
I'm sorry for the trouble ;)
Mustaine3 thx for your attention.
I'am a new user in Abaqus.
can you give me an example for my case,please ?
in such a way that it can deepen the study . I did not understand the procedure from the link .
thanks in advance
