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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

Hey, this is Shashi kiran. I am pursuing post graduation(M.Tech) in NIT Trichy, India.

I have a problem in my project regarding FSW process. I have to analyse the process for forces generated by the rotating tool and verify whether the toggle clamps i used for the process is sufficient to hold the workpiece.

Can anyone help me out in this regard like how to analyse in ANSYS the forces generated, by specifying rotating and traversing speed of the tool?

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

Dear ALl,

Who could recommend me tutorial for cohesive elements in CAE.

I have tried to find in Internet and didn't find it.

Best regards

ABAgirl

Dear All,

Because i am absolutely new in ABAQUS CAE, i have some problem.

I have created my first model with ABAQUS CAE and the problem which i force,- i don't see the option where i should put the time , So my simulations have only one point. Have anybody has the same problem.

You kind help will be highly appreciated.

ABAgirl

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Hi,

I want to do FE analysis of metal cutting. Is there any governing equation for this problem to solve with FEM.

Thanks and regards. 

Hi,

I do optimization combinign Matlab and Abaqus.I need to have high precision nodal displacement so I generated .fil and .res files.

It is difficult to extract the result I need from .fil file, because it is a complex file to read/rearrange . So I decided to use the .res file. This file is a binary format. I really appreciat your idea about how to read this file.

Thank you so much.

Maryam 

I am trying to model polycrystal behaviour using Abaqus Umat via crytalplasticity . My Umat results for single crystal & about 5 grain, are reasonable, but when, I try to use more than 5 grain in each integration point  (polycrystal model) abaqus aborted with following message after about 15 increment:

Abaqus Error: The executable C:\SIMULIA\Abaqus\6.10-1\exec\standard.exe aborted with system error code 693...

I will be happy if someone guide me about this problem.

Hi,