CFD and DEM - General Discussion

Anything that is related CFD and DEM modelling can be discussed here

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Submitted by rahulsoni on Tue, 05/12/2015 - 13:32

I always find the forums in this website very interesting. It is good for learning, for preparing one ahead of possible problems, and more importantly it is indeed important for those who are active to answer the queries.

However, one has to visit forums one by one. There is no means of getting notifications/mails/posts/updates. Like it happens in case of a mailing list and for several other type of forums.

Is there a way to enjoy such feature or is there any plan to implement such thing?

Compatiblity of OF with latest release of CFDEMcoupling and LIGGGHTS

Submitted by dhesse on Thu, 01/22/2015 - 18:18

Hello,

We are using OpenFOAM release version 2.2.2 and would like to know if it is compatible with the latest public releases of CFDEMcoupling and LIGGGHTS? If not, could you please provide some guidance which releases of CFDEM and LIGGGHTS would be most compatible with this version of OF?

Thanks kindly for your time and consideration.

Dave Hesse
TotalSim

Trubal saturated version

Submitted by Talat.f on Thu, 10/02/2014 - 09:49

Dear all,
Hi
I am a PhD student at university of Tehran, I am searching about an opensource DEM-CFD program for studying micro mechanical characteristics of contacts,
my major is geotechnical engineering, I have a modified Trubal program that have micro mechanical subroutines and my first choice is to find a Trubal saturated version, an opensource Trubal code that is coupled with a CFD program,
I will be grateful if any one could help me by this matter,
Bests
Talat Foroutan

Commercial/practical applications of DEM in geotechnics

Submitted by dave.m on Mon, 08/25/2014 - 17:38

Hi

I am considering doing Masters research in geotechnical engineering. Does anyone have a suggestions for a research topic involving a commercial/practical application of DEM or (DEM-FEM coupling) in geotechnical engineering (including waste landfills)?

Triaxial undrained dense sand cyclic loading

Submitted by TomasSab on Mon, 06/23/2014 - 23:41

Hi, I am working at Aalborg University. We have done extensive testing on dense sand, undrained conditions, and found it has response slightly beyond what currently is "state of the art". Namely - we concentrated on the after loading when 1000 cyclic loads sustained by the sample. We do the tests on a single diameter height test under slipping boundary conditions - the kind of triaxial tests that give homogeneous stress state inside the sample, leading to results exceptionally well suited for FEM or numerical simulation.

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