Moving Pressure in ABAQUS
Moving Pressure in ABAQUS
(OP)
Dear Friends,
Mary Mary Christmas & Happy New Year.
I want to model a Moving pressure which act on the set of C3D8 elements. could anybody give me any advise in this regard?
for your information, consider a model which has 10 elements in longitude direction and the load acts on the surface of the first element at the time=0 then after time=0+DeltaT it become zero on the first element and act on 2nd element and ... till it reach to the 10th element at time=0+10*DeltaT.
Thank you very much
Arash
Mary Mary Christmas & Happy New Year.
I want to model a Moving pressure which act on the set of C3D8 elements. could anybody give me any advise in this regard?
for your information, consider a model which has 10 elements in longitude direction and the load acts on the surface of the first element at the time=0 then after time=0+DeltaT it become zero on the first element and act on 2nd element and ... till it reach to the 10th element at time=0+10*DeltaT.
Thank you very much
Arash





RE: Moving Pressure in ABAQUS
RE: Moving Pressure in ABAQUS
Thanks for your reply, Could you please explain me more?
is there any example or sample in this regard?
Best Wishes
Arash
RE: Moving Pressure in ABAQUS
I assume you have access to Abaqus documentation. If not do a google search, you might be able to find some web-sites with unresctricted access.
There is a manual in Abaqus documentation called "Abaqus User Subroutines Reference Manual" describing the user subroutines. Look for DLOAD and UTRACLOAD
Also, in Abaqus Analysis User's Manual there is a section called Loads -> Distributed loads.
There is way more info in the documentation than I could post here.
Best.