Hi,
Could someone please tell me if there is a way to use "stress versus axial shortening" curves from experimental data to define the work hardening part of the stress - plastic strain curve in MARC. The manual says the data has to be from tensional experiments to define them in a tabular...
Hi
I have been trying to model power law creep is abaqus using the standard time-law hardening option. The following are the values I am using:
Youngs Modulus = 55e12, Poisson's ratio = 0.25
A = 2.9e-37, n = 3.3, m = 0. (My model length unit is in Kms (not meters); hence the unusual numbers...
Hi,
I am trying to create a solid in the assembly section, but I am running into these errors - "The depth reference should not be on the section plane" and "Could not determine feature depth.
#QUICK FIX, #REDEFINE/#REROUTE"
The same technique worked before, so I am clueless what is going...
Hi
I have a Patran database that I created in a SUN system about 3 years ago.
I tried opening this database in Patran (2006) on a windows machine and it is giving an error that it needs to converted at the source. Unfortunately I do not have access to the SUN system anymore.
Can someone...
Hi
I have MARC input files that I created 3 years ago using a SUN. I had to get back to them after 3 years now. For some reason, I am not able to retrieve the input file without errors. I have been trying to use these input files to create a new job in MARC MENTAT 2007 on a windows machine.
I...
Hi,
I want to define an elastoplastic material in CAE. The yield strength is dependent on the confining pressure.
I have the stress vs. strain curves for different values of the confining pressure. Could someone please suggest me if there is a way to define different plastic...
Hi,
I have been trying to run an analysis with remeshing option from CAE. The following is the error I am getting
Error in job TwoFauilts061909_remeshing: Unable to delete file(s) ["C:\\Temp\\TwoFauilts061909_remeshing.023", "C:\\Temp\\TwoFauilts061909_remeshing.dat"...
Hi Rob,
Please find attached the geometry in my model in a stp file format. Please let me know how if you think I can use it to partition the inner edges (ie., edges that lie completely inside the upper model block). I will also look up into paritioning the face (using edge offset or...
Thanks Rob and rmettier !
I will try both your suggestions and see what happens. I will update the status on this thread.
Rmettier,
The elasto-plastic hardening values for Granite and Sandstone are from published articles. These are for testing my models only;
Here are the...
Hi,
I have been trying to develop a 2 layered large scale model for geological applications. Due to the nature of the problem, I have to define contacts (10) between all surfaces that can come in contact with one another during the analysis.
When I run the model, it runs just fine for...
Hi Xerf,
Could you please clarify what you mean by importing into explicit analysis ? Is it the same as 'restarting' the model in explicit after importing the job results from the geostatic state ?
Hi Gurmeet,
Unfortunately, I am not able to unpick the edges in the same manner (using the cntrl key) to exclude the edge nodes from the contact definition.
As soon as I edit the contact (using cntrl key), somehow all the edge nodes still reappear when the contact is...