Hi!
I am trying to calculate the strain rate in Coupled Eulerian Analysis Using ABAQUS. I want to Calculate it through Plastic strain as strain rate in vuhard is not working properly. I want to fix the strain in state variable for a time period but with analysis, it is updated automatically. Is there any options to keep strain fixed for a time period?
Any idea will be highly appreciated.
Thanks in advance.
Sujan
Dear Colleague:
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Dear all
I realized so many users have problems in
linking Fortran and C++ to ABAQUS to run user-subroutine codes such as
VUMAT and UMAT. I managed to collect all information (some taken from imechnica) which
is necessary to establish a proper link. These are my recommended steps :
1-Install ABAQUS
2-Install Microsoft Visual STUDIO (trial
version is good enough!) and install Intel Visual Fortran Compiler if it is not included in the Visual Studio package.
hi
i modeled a beam to column connection.
when i modeled this connection with solid,the analyses completed wethout error but it doesnt give the ur. when modeled with shell,show this message:too many attempt...
sometimes with larger mesh or decreas of load, the analyses are completed.but when i retry,thr analys is aborted and this message is shown.
there are these questions in my mind:
-if i model the connection whit solid,can i take the rotation(ur)?how?
- how can i run this shell model without error?
This is the preprint of an article that will appear in the Journal of Applied Physics, 111:014106, 2012. (doi:10.1063/1.3674320).
Free Surface Domain Nucleation in a Ferroelectric under an Electrically Charged Tip
by Lun Yang and Kaushik Dayal, Carnegie Mellon University
Abstract
Hi,
I am relatively new in abaqus environment and i have a question about relatively easy topic. But i would like to ask kindly for your assistance.
I a working on a model - regarding bending of tubes. I would like to connect or constraint 4 elements (rigid or deformable it doesnt matter - placed in one plane, equaly spaced in one plane, around the tube's lonitudial axis),
to a single Ref. point positioned in the center axis of the tube. I want to do that in oredr to achieve behaviour of this 4 elements composition, as one. Therefore. by adding load to
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