hi,
generally I use .sat for volumes, .IGES for surfaces.
As miha said, I suggest to semplify your IGES model (draw surfaces only) and create volumes in Ansys using booloeans (extrude, subratct, add glue...)
I had similar problems with my IGES model, luckily my volumes were very simple, i...
Please, anyone knows what it means?
I'm simulating an explicit analysis test, Ansys solves it , but I can use post26 only,trying post1 ansys issues this error
Load set not found on result file.rst
tnx 4 answers
damn, I made a test with generalized spot welds like I described above, all ok...then I applied to my model and that's the result:
*** Warning nodal pairs are defined for GENERAL and
COMBINED welds only. NPR is reset to 0. Keyword:
*CONSTRAINED_GENERALIZED_WELD_SPOT
anyone knows...
yes, The lines I selected are parts of the perimetres
since I have a lot of node to weld I supposed genrlzd spot weld option was quick and simple, but I was not able to understand the procedure fully
yes, I kept the node attached to the 2 overlapped lines belonging to the 2 surfaces to "weld":
SELECT--->LINES--->APPLY---->NODES ATTACHED TO---->LINES---->CREATE COMPONENT---->MADE OF NODES
then I created generalized spot weld
I made a test this morning, it seems to go
Is it the correct way?
tnx for your answer
Ansys help says:
For a spotweld, N1 and N2 are the nodes which are connected by the spotweld. For a generalized weld, input a nodal component name in N1 and leave N2 blank. The nodal component should contain all nodes that are to be included in the generalized weld.
For a...
Hallo to all
forgive me for the continuous questions
but I'm in trouble...
I've to create 2 attached by spot welds composite plates
ansys offers me two options:
-massless sw, I don't like to it cause I have a lot of node to attach
-generalized sw
about the last option, can I use as nodal...
Dear all,
I'm simulating an impact test using ansys/ls-dyna, when I change an imput data "out-of-range velocities" error appears: for example,since I tried to insert the following soil and gravity datas
N,300000 ,8000,0,50,,,,
N, 300001,8000,0,7000,,,,
N,300002 ,-17000,0,7000...
Hallo to everyone,
first of all, forgive my English!!!
I have to simulate an impact test involving composite FRP materials, in Ansys Explicit ED. version, but I'm afraid shell 163 composite option can't be used (non composite option =0 by default)
What kind of element type should I use for...