@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
Hi, I have a problem with Abaqus/CAE.
I have simple two element beam (in othes software (example Sap2000) I can define a releases, between end Node beam 1, and start node beam 2, for example to add and internal hinge.
is It possible with abaqus/CAE? if yes how?
this is the simple system...
avscorreia thanks for the reply.
I had already seen that file unfortunately not clarify how to associate the sine function defined in the Time History of a concentrated force.
Hello Guys I have a problem / question with Sap2000,
how can I assign a concentrated force in a node which varies in time with sinusoidal function? you can do it?
The aim is to find the function transverse displacement of the beam on which it acts on the center line this concentrated force, F...