Comments

• I have tried it on another computer with W10 instead of W11 and it works perfectly.

  in DRUCKER PRAGER Material Model Comment by FERNANDO March 4
• It is a pity. I am not able to run the official version

  in DRUCKER PRAGER Material Model Comment by FERNANDO March 3
• I have downloaded the DLL but it doesn't work either

  in DRUCKER PRAGER Material Model Comment by FERNANDO March 3
• O.K. But it seems that with the official version I need the file mkl_rt.2.dll

  in DRUCKER PRAGER Material Model Comment by FERNANDO March 3
• It doesn't work either. It seems that the mkl library is related to the possibility of adding external libraries in calculix

  in DRUCKER PRAGER Material Model Comment by FERNANDO March 3
• I did the compilation in Msys2 according to the instructions in the compressed file

  in DRUCKER PRAGER Material Model Comment by FERNANDO March 3
• I work with a ccx mkl pardiso 2.21 build included in mecway.

  in DRUCKER PRAGER Material Model Comment by FERNANDO March 3
• I have tried with a directory like yours and I am missing the file mkl_rt.2.dll

  in DRUCKER PRAGER Material Model Comment by FERNANDO March 3
• in DRUCKER PRAGER Material Model Comment by FERNANDO March 3
• They all fail at the same time 9.766e-6s

  in DRUCKER PRAGER Material Model Comment by FERNANDO March 3
• I have not changed anything

  in DRUCKER PRAGER Material Model Comment by FERNANDO March 2
• in DRUCKER PRAGER Material Model Comment by FERNANDO March 2
• I have tried the example and it does not converge

  in DRUCKER PRAGER Material Model Comment by FERNANDO March 2
• I have tried two examples and the results are identical.

  in ccx + MFRONT Comment by FERNANDO March 2
• In ELS, deformations, cracking, and in ELU, collapse are analyzed.

  in Concrete simulation Comment by FERNANDO January 20
• In general, for ELS (Service Limit States), average values ​​of materials and service actions are adopted. For ELU (Ultimate Limit State), 5% percentiles are adopted in material parameters, reduced by a coefficient of 1.5 and the actions are increas…

  in Concrete simulation Comment by FERNANDO January 20
• It seems like a reasonable fit, but it is a perfect elastoplastic model. When concrete cracks, it stops supporting traction and transmits it to the steel. It would be necessary to have a specific model for concrete.

  in Concrete simulation Comment by FERNANDO January 20
• Has anyone done checks with the results of any material from the MFRONT library? Testing with the Druker Prager model, the results do not seem reliable.

  in ccx + MFRONT Comment by FERNANDO January 15
• I already have it from the calculix forum. Thank you

  in ccx + MFRONT Comment by FERNANDO January 13
• The old one. Where can I download the new one?

  in ccx + MFRONT Comment by FERNANDO January 13
• Although the program appears to calculate with the MFRONT models, the results do not seem consistent. It would be necessary to analyze them well with simple cases.

  in ccx + MFRONT Comment by FERNANDO January 12
• I have finally managed to get the Drucker Prager model to work

  in ccx + MFRONT Comment by FERNANDO January 12
• with the compiled version ccx_MKL.exe works but does not converge

  in ccx + MFRONT Comment by FERNANDO January 12
• @3rav, the program works with internal materials.

  in ccx + MFRONT Comment by FERNANDO January 12
• in ccx + MFRONT Comment by FERNANDO January 12
• I have a version compiled with mkl pardiso in 2.20. I have tried and it calculates but it stops on the first step.

  in ccx + MFRONT Comment by FERNANDO January 12
• No output.

  in ccx + MFRONT Comment by FERNANDO January 12
• It seems that ccx_dynamic.exe is not working

  in ccx + MFRONT Comment by FERNANDO January 12
• This is the answer

  in ccx + MFRONT Comment by FERNANDO January 12
• I have tried, and It doesn't work. Can't load de library

  in ccx + MFRONT Comment by FERNANDO January 11
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