Dear colleague,
The 2nd issue in 2011 (Volume 24, Issue 2) of Acta Mechanica Solida Sinica (AMSS) is now online.
Welcome to this SCI-indexed journal <http://ees.elsevier.com/camss/> for rapid publication of your exciting results.
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All,
Hi!
Good Day.
Please note that I want to model a pipeline
which is on ground surface using CEL. I have applied the geostatic stess
only in step-01. But at the end of step-01, pipe is starting to move
upward. I do not apply any force on pipe but it seems to me that pipe
experienced some force which push it to move upward. Also, I do not
apply any gravity load for pipe.
Please advice.
Thanks in advance.
Sincerely-
sujan
Hello everybody,
I am looking for experts in ABAQUS CAE software. Its complex object-oriented structure make me confused. As it is known that history output requires node sets, but this node sets are defined inside the instances. In order that the program understand which node sets is required one should mentioned then PART1-1.Instance. nodeset. But ABAQUS gives mistake. Experts,please explain me how it works.
Best regards
ABAgirl
Hi Abaqus experts
I am hoping that you can help me getting a element user subroutine writen in fortran f90 to work in Abaqus. I have made the simplest 8 noded brick element element that i can think of. I has a zero thickness and only has some simple definitions of the parameters ESTIFF,RHS,SVARS and PNEWDT. I have made a model with one single element of this user element where the upper part is displaced from the lower part which are fixed.
When I try to run the model I get the following message in the log file:
Hi all,
What is the prerequisite knowledge required for research in micromechanics, I did my masters in geotechnical engineering and thinking to continue Ph.D in micromechnics ( granular media).
As I am from geotechnical (Soil) Background, can anybody please inform me the prerequisite knowledge required like what course should I take, what software skills are needed to learn e.t.c.
Thank You in Advance
Hello Everybody,
I have created the input file and want to see the table of output , i put the time step, but instead the program gives me only one line,
Hi friends,
can you help me in modellingComposite Column using steel and Concrete.
I am using Concrete Damage Plasticity material model for concrete.
I collected parameters from literatures and i tried to implement it into abaqus.
But I am not able to solve this problem.
Abaqus ends the problem with error
Thanks in advance
R.Velmurugan
