hi every one
i’m using abaqus 2017
and i want to implement Hypo-sand to my Biaxial model (2D)
and before all, i linked abaqus and fortran successfully
my question is that my abaqus version is suitable for subroutine؟
or i have to change my abaqus version?
Related Articles
-
ALERT Geomaterials – SoilModels support declaration
ALERT Geomaterials (The Alliance of Laboratories in Europe for Education, Research and Technology) is a European organisation including 33 Universities or Organisations, which are most active in the field of numerical […] -
New book “Modelling of Soil Behaviour of Hypoplasticity”
I have just returned to Springer proofs of my new book “Modelling of Soil Behaviour of Hypoplasticity – Another Approach to Soil Constitutive Modelling“. It will probably still take few […] -
Hypoplastic Interface Model: Virtual Shear Zone Thickness and Surface Rougness Coefficient
Hello, I want to use Hypoplastic Interface (Fric Subroutine) in my ABAQUS contact models. However, I don’t know how I can determine Virtual Shear Zone Thickness. It is the Parameter […] -
Cyclic simple shear test simulation with hypoplasticity
Dear All, I am using sand hypoplastic model in my research and I have encountered some problem when looking into cyclic simple shear test in the range of small strains. […] -
Hypoplastic Model for Clays (Masin): Ag, ng or Gvh, n
Dr. Masin I have downloaded the most recent dll for Plaxis that includes the HypoPlastic model for Clays that you developed. I see two new parameters (Gvh0 and n), both […] -
ExCalibre Automatic Calibration
Hello all, i hava a problem with the Oedometer curves after the automatic calibration with ExCalibre. I took the Dobrany sand dataset for an automatic calibration and then i copied […] -
Difference between ExCalibre and Plaxis for Oedometer test
Hello all, i did the automatic calibration for the Dobrany and Motol sand and tried to model the soil tests also in Plaxis and then to compare both. For the […] -
SANICLAY-B (2018) how to calculate Dep
Dear fellows, I have been working on coding SANICLAY-B model (2018) . Now I have one question in terms of this model. But I am stuck now. I have two […]
Supporting Organisations
Recent posts
-
PM4Silt software 12.7.2020
-
Factor of safety in Plaxis 3D using hypoplastic model for sand 9.7.2020
-
Post-doc position in energy geotechnics at Aarhus University 8.7.2020
-
ERROR Message when using UMAT_hcea with ABAQUS 3.7.2020
-
Slope stability calculation with hypoplasticity using phi-c reduction available now in download section 30.6.2020
Hi Sobhan,
If you have succesfully linked Intel Fortran Compiler and MS Visual Studio to your Abaqus 2017 version and have “PASSED” messages when doing the verifications, then you should be able to run the UMAT in your analyses, irrespective of the version of Abaqus.
thank you so much!
Usually it is never an issue with the Abaqus version. The only thing that happens from time to time is that they slightly change the names of the variables in the header of the subroutines. But this I have so far only seen for some not really common subroutines. For UMATs it is not the issue for the last years/versions.