Do connectos work with abaqus explicit?
When simulating shock, i need to know force or acceleration at a point of a connector.
I have the feeling that abaqus sometimes add masses on the points of the connectors
can anyone help
Here is my problem:
i have two surfaces in contact and i m evaluating the contact pressures for several coefficient of firctions.
For low coefficient of frictions i see a penetration between the two surfaces generating a peak of stress
can u tell me how to avoid this penetration?
Thank YOU
I m defining a radial loading of 1000 N on a axisymetric element. i m not finding the same value as reaction forces.
Can anyone tell me how abaqus interprets a radial loading ???
How does it also interpret a moment input on such elements?
Thank you
Hi all
I m studying the contact between two cylindrical parts to set up contact pressure.
However, at some places, i notice (when i put the deformation scale x1000) that the two penetrates each others!
i have defined normal behavior-hard contact, and it stills not working
any ideas?
Thanks...
How can i block the displacement of a surface along Z<0 only and tolerate it along Z>0?
As i know, this cant be done in boundary conditions...
is self contact the only way or there is an easier way?
Thank u all
Hi all
If for a surface i want to block the motion only along Z<0 and allow it along Z>0, how can i do it?
As i know, in boundary conditions its not possible ..
Should i used self contact with hard contact in normal behavior?
Is there an easier way?
Thank you
i have a point where load is applied and i have to transmit it to two surfaces: front and rear surface
however, the front surface takes loading along the three axis (x, y, z) whereas the rear surface takes loading in one direction (x)
how can i do it?
i have to transmit a loading to a structure using rigid elements
is using the coupling constraint equivalent to rigid elements?
And what should i use?
DISTRIBUTING OR KINEMATIC?
the manual of abaqus is not clear concerning this subject
thxs
Hi all
In my application i have to block the translational degree of freedom only along the positive axis ( not allowing movement along Z<0) and leave it free along negative axis
in other way, allow displacement along z<0 and blocking it along z>0;
as i know, abaqus allows only blocking a...