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
-
UMAT for strain-rate effects
Luis Zambrano-Cruzatty||Constitutive Modelling|0 |Views 3,966
Dear community, I’m interested in constitutive models that can handle strain-rate effects for HSR on sands for simulating free fall penetration. I would appreciate any help. Do you know any […] -
testing an User Defined Soil Model in plaxis
MIGUEL VALENCIA GALINDO||Constitutive Modelling|2 |Views 4,818
Hi everyone I am writing a code for a model in the UDSM format for Plaxis. I already have the “*.dll” files, but when I run the soil test I […] -
-
PM4Sand and PM4Silt models available
Katerina Ziotopoulou||Constitutive Modelling|4 |Views 4,708
The constitutive models PM4Sand (Boulanger and Ziotopoulou 2017) and PM4Silt (Boulanger and Ziotopoulou 2018) for plane-strain earthquake engineering applications for sands, and clays and low-plasticity silts respectively are now available […] -
Convergence issue of unload of clay consolidation in Abaqus
Shen Wang||Constitutive Modelling|5 |Views 5,169
Hello, I was trying to simulate the unloading process of clay consolidation in Abaqus using clay hypoplasticity umat (https://soilmodels.com/download/plaxis-umat-hypoplas-zip/). But I had a convergence issue showing in Fig.1. The model […] -
The GA-cal software for the automatic calibration of soil constitutive laws
Francisco Mendez||Constitutive Modelling|2 |Views 6,210
I am happy to announce that our pre-print paper, “The GA-cal software for the automatic calibration of soil constitutive laws: a tutorial and a user manual”, is available on researchgate […] -
Shear modulus degragation
Baban Bapir||Constitutive Modelling|1 |Views 4,629
Hello all, I am using the clay hypoplsticity model in Abaqus. As shown in the picture, I have to construct the stiffness desegregation curve to calibrate the R value. Can […] -
Difference between ExCalibre and Plaxis for Oedometer test
Marco Hofer||Constitutive Modelling|3 |Views 4,214
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 […]
Who is Online
No one is online right now
Search SoilModels Website
Recent posts
- Degradation ( disturbance ) of hypoplastic clay 23.4.2024
- Degradation ( disturbance ) of hypoplastic clay 23.4.2024
- Paper of Coulomb, C. A. (1773) 15.4.2024
- ABAQUS UMAT of hypoplastic clay model 6.4.2024
- Prague Geotechnical Days 2024 “Geotechnical monitoring” and 30th jubilee Prague Geotechnical Lecture by prof. Eduardo Alonso 5.4.2024
- UMAT for Creep-SCLAY model. 1.3.2024
- Cyclic tests with Triax element test driver 14.2.2024
- SUMMER SCHOOL ‘Numerical Modelling in Geotechnical Engineering’, Innsbruck – July 22nd-26th, 2024 1.2.2024
- COURSE IN SOIL MODELING – NTNU, Trondheim – October 14th to 18th, 2024 21.12.2023
- MSE walls design in Plaxis 11.12.2023
- sand liquefaction modelling in Anura3D 8.12.2023
- BCV bentonite experimental and modelling datasets 14.11.2023
Recent Comments
- Debdip Das on SANISAND Abaqus UMAT and Plaxis implementations
- Ramon Varghese on SANISAND for FLAC3D Download
- Akhtyar Gul Shirzoi on ABAQUS UMAT of hypoplastic clay model
- KHA DIDJA on Animating Soil Models
- Jh Xue on Undrained Tests with Clay Hypoplasticity Intergranular
- Zhentao Liu on Problem in simulating CPT using SANISAND04
- Gertraud Medicus on ABAQUS UMAT of hypoplastic clay model
- Chen Zhiming on Download Package of Charles University Implementation of High Cycle Accumulation Model
- Konstantinos Chatzis on Cyclic tests with Triax element test driver
- Abhay Pratap Singh on Cyclic tests with Triax element test driver
- Giovanni Ciardi on Cyclic tests with Triax element test driver
- Konstantinos Chatzis on Cyclic tests with Triax element test driver
- Ismail Khan on Cyclic tests with Triax element test driver
- Kanika Lamba on Cyclic tests with Triax element test driver
- Arie Koot on How to model the settlement in soil due to water drawdown.
- Konstantinos Chatzis on Cyclic tests with Triax element test driver
- Jose Duque on Cyclic tests with Triax element test driver
- MohamadReza Kamali on How to model the settlement in soil due to water drawdown.
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.