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?
abaqus version
Related Articles
-
ABAQUS Linking With Fortran Compiler and Visual Studio
Hashmi Sohawon||Constitutive Modelling|4 |
Views 6,812
Hi all, Can somebody recommmend a good detailed guide for the procedures required to link ABAQUS 6.14 to Intel Fortran Compiler and Microsoft Visual Studio? Thank you, Hashmi -
Subroutine of SANISAND model
Pooja Patil||Constitutive Modelling|16 |
Views 2,019
I am trying use sanisand subroutine posted in this website. But it is not working. Getting no values for field variable in the odb. I think i am missing something. […] -
UMAT file for POROELASTICITY
Angu Praveen Muthu Swamy||Constitutive Modelling|0 |
Views 1,885
Anyone has any reference to writing UMAT file for Poro linear elastic properties or what constitutive equations have to be solved to do the same. Any help would be appreciated […] -
Calibration of the von Wolffersdorff model using Genetic Algorithms
Francisco Mendez||Constitutive Modelling|3 |
Views 1,188
I am happy to announce that our pre-print paper, “Calibration of the von Wolffersdorff model using Genetic Algorithms”, is available on researchgate: https://www.researchgate.net/publication/342198062_Calibration_of_the_von_Wolffersdorff_model_using_Genetic_Algorithms. In this article, we propose a novel […] -
Hypoplasticity & Recent Stress History
Hashmi Sohawon||Constitutive Modelling|2 |
Views 1,221
Hi David, Can you please provide some comments on the ability of the Hypoplasticity model with intergranular strain concept to model the effects of recent stress history on the clay […] -
SANISAND pile-soil-interaction ABAQUS
Lee Jae Sung||Constitutive Modelling|1 |
Views 1,281
Hi everyone: I am trying to use SANISAND as the constitutive model of soil, and use ABAQUS software to simulate pile-soil interaction. First step is “Geostatic”, the second step is […] -
MATLAB Code for Bounding Surface Plasticity Model
A S M RIYAD||Constitutive Modelling|0 |
Views 995
Dear Altruists, I just wanted to learn the bounding surface plasticity theory with coding. Does anyone have any code (written in MATLAB) for the Bounding Surface Plasticity model? Could you […] -
need help in Flac3d6
Ahmed Mahir||Constitutive Modelling|0 |
Views 1,148
dear user hello i intend to build a numerical model using flac3d 6 software i build the geometry with extrusion pane and set all values for pile – soil interaction […]
Search SoilModels Website
Recent posts
-
SIFEL – THM Model for Bentonite Barriers 27.6.2022
-
ABAQUS job doesn’t make any increment 22.6.2022
-
NorSand model for cyclic triaxial testing 9.6.2022
-
Post-doc position at Charles University in the field of THM analysis of unsaturated and heated soil cyclic loading 30.5.2022
-
Shear modulus degragation 12.5.2022
-
FRIC code for clay hypoplasticity interface 23.4.2022
-
Using pore fluid-stress element in SandSand 9.4.2022
-
“Warning LNK4210” – hypoplastic clay UMAT 8.4.2022
-
Prague Geotechnical Days 2022 with Prague Geotechnical Lecture by prof. Cino Viggiani 7.4.2022
-
Micropiles load tests database 26.3.2022
-
DIANA 10.5 new features 10.3.2022
-
Input files for element tests for hypoplastic clay/sand UMAT 6.3.2022
Recent Comments
- Giada Orlando on Hardening Soil Model in Abaqus
- Sanchari Mondal on Modelling TX monotonic compressive test with ABAQUS and SANISAND – not working
- Dimitrios Konstantinidis on multi yield surface model
- Frank Richter on multi yield surface model
- Dimitrios Konstantinidis on multi yield surface model
- Tao Zhu on Implimentation of SANISAND constitutive model in ABAQUS/Standard for a soil-monopile interaction
- Alireza Lajmiri on Download package of ISA cyclic hypoplasticity for Abaqus
- Baban Bapir on Shear modulus degragation
- Rakshanda Showkat on SANISAND for FLAC3D Download
- HaoRan OUYANG on Using pore fluid-stress element in SandSand
- HaoRan OUYANG on Course “Hypoplasticity for Practical Applications”
- Kassem Dib on liquefaction simulation with abaqus
- Kassem Dib on liquefaction simulation with abaqus
- Kassem Dib on liquefaction simulation with abaqus
- Kassem Dib on Transient Dynamic analysis (U-P formulation)
- Yifei Sun on matlab driver
- SPARSHA SINDURI NAGULA on SANISAND Abaqus UMAT and Plaxis implementations
- Srinivas Vivek Bokkisa on Modelling TX monotonic compressive test with ABAQUS and SANISAND – not working
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.