Hello guys,
I need to model tunnel lining in abaqus 6.10. i'm guessing that its required to ;
1.reduce the modulus E of soil (relaxation) up to 40%- 50% (how can i do that in abaqus????)
2. active the lining (beam element+ assembled, am i right on assembly ?)
3. remove the soil using *MODEL CHANGE, REMOVE
i was wondering how can i model that ?
any help or suggestion greatly appreciated,
Hi everyone,
Im simulating a heat transfer analysis using 2 user defined subroutines (UMATHT + another subroutine (UEXPAN)), looking for a way to run a simple job applying multiple subroutines.was wondering if anyone could help out ,how can i submit e job ?
Regards,
Hello evryone,
<p>Hi all</p>
<p>im modeling an laminated rubber isolator in abaqus and i have used mooney rivlin model.My model consists of three layers of rubber and steel plates in between. I dont know how to view the results for seperate parts of rubber and also how to adjust the contour plot valuees. kindly help me with it. thanks in advance.<a href="http://imechanica.org/comment/26854#comment-26854"><br /></a></p>
Hi,
Hi
I am simulating thermomechanical model in Abaqus. I am not able to get chip out. I have used shear deformation criterion. Is there any key step to achieve this?
Also I am facing problem with coupled thermomechanical CPE4RT element. I am using Dynamic explicit thermal displacement step. In this step I didn't find adiabatic heating option, Abaqus is giving me warning about it. What are the necessary inputs for this simulation.
Please answer if anybody knows about this.
Hi everyone
I did so much efforts but I could not reach a successful link
between abaqus 6.10 and Intel fortran 11 and in abaqus verification it didn't
pass. Is there any obvious way to solve this problem? I have not find any
suitable solution in the internet :(
Regards,
Eddie
Hi
I have made a user element, UEL of a cohesive zone element. which is a 8 noded brick element with zero thickness. After solving models using this element I would like postprocess the model in abaqus CAE 6.10 in the way that I am able to:
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: