Good morning DAVE_STUPPLE:
I just clicked on the download link I found in the site.
Then I just copied into my hard disk. I run it. I the files are finally saved as it says.
However, I have not done any deeper test yet.
MANUEL
Good afternoon GEMADA:
First of all, congratulations for the job done.
I downloaded your model and I have realised that gravity should be add (even having a neglectable effect in vertical deformations).
Another point, if you temporally substitute …
Good afternoon JALAL:
I am also a beginner in concrete modelling.
In my case, the prototype I did was a 3D gmsh model with embedded steel reinforcement inside the concrete solid. I hand coded the input gmsh file with the whole geometry.
The outp…
Regarding the *.dat file. This file is generated along *.frd and *.eng ... after calculix ccx solve the analysis.
Configure MW to place the ccx temp files into the same MW working directory.
Doing that , you will see the *.dat file along your MW pr…
Dear KEITHMCARTHUR:
If you read the file *.dat you will find extra information about the mass participation for each degree of freedom and vibrational mode.
The higher value (related to the dof) for each mode shapes will tell you about the bias of …
As you can see in the attached ccx2.17 PASTIX report, there are many disabled options yet. We will have to wait to another compilation.
+-------------------------------------------------+
+ PaStiX : Parallel Sparse matriX package +
+------…
Here you have an example explains what is going on while you make the weldings.
https://github.com/mkraska/CalculiX-Examples/tree/master/Thermal/Thermal distortion
Good morning LAVEKTAMA:
In my case, I modeled the 3d geometry of the welding and assigned mechanical properties (to the welding solid).
Then I joined the different faces using BOUNDED-CONTACT(TIE-CCX). I enclose you a MC model of a simple welding.…
Good morning LAVEKTAMA:
FYI: I've done professional mechanical welding simulations with MC+CCX to join steel profiles to plates.
But in my case just to check out if the material overcome the failure stress.
All my 3d drawing were modeled using FRE…
I enclose you an excel file with the MOHR-COULOMB failure criteum for concrete.
I added a cell with the MECWAY formula you have to "copy and paste"(remember, the period is the decimal separator).
MANUEL
I wrote MC formula to test a reinforced concrete beam failure. I modelled the concrete Using compression only material and the reinforce modeled with steel frames.
I Also reviewed the FC Fem source code. Very clarifing
I am also interested in fatigue analisys.I think that it has to be solved comparing stresses between events . For doing this you will need python script or the MW spreed sheet(tables)
I found that method implemented in FreeCad FEM with calculix inbuilt.
During the next week I will test the Mohr Coulomb formula for a reinforced concrete( compression only material)
Bug reporting:
When you query the results of the calculation and show only one component. the color ruler fits its range of the new values(max/min values of the component shown).
When you show another component at the result tab the color ruler is …
I've calculated the benchmark bolt assembly using MW13beta1 + ccx2.16 PARDISO solver:
CUP i7 6700 CPU 3.40GHZ. 4cores:8 threads.
MEMORY: 64GB DDR4
HARD DISK: SSD
Run Time: 2 minutes 30 seconds. (MW+calculix 2.16 PARDISO)
(this is the average time a…