Dear all, I require to use Drucker Prager Cap Hardening Model in ABAQUS for which I need to write a subroutine. Kindly let me know if you can help, thank you.
Tags: Drucker PragerDrucker Prager Cap Hardening Model
Related Articles
-
Challenges in simulating geomechanical models using Mohr-Coulomb with Tension Cut-Off in Abaqus
Chee Min Leong||Constitutive Modelling|1 |Views 2,761
I am modelling an underground cavern for Compressed Air Energy Storage applications using Abaqus. To begin, I attempted to replicate the results presented in the provided paper: Damasceno, DR, Spross, […] -
Cyclic Triaxial Test
Mehdi Joneidi||Constitutive Modelling|2 |Views 5,278
Dear All, I am using ISA+HP model in my research and I have encountered some problem when looking into cyclic triaxial test for single element. The target model was selected […] -
General questions on implementation of sand hypoplasticity model with Abaqus umat
Panpan Guo||Constitutive Modelling|5 |Views 5,423
Dear all, I am a PhD student in Zhejiang University. Recently, I have been working on the simulation of a braced excavation with Abaqus. I want to simulate the soil […] -
Subroutine of SANISAND model
Pooja Patil||Constitutive Modelling|16 |Views 7,065
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. […] -
ABAQUS Linking With Fortran Compiler and Visual Studio
Hashmi Sohawon||Constitutive Modelling|4 |Views 14,412
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 -
Cyclic tests with Triax element test driver
Konstantinos Chatzis||Constitutive Modelling|8 |Views 5,208
Dear all, I am attempting to utilize the triax driver for simulating cyclic triaxial tests. However, I have been unable to locate the command for conducting cyclic tests within the […] -
Guidance to newbie on how to calibrate a constitutive model
Osama Dar||Constitutive Modelling|0 |Views 5,116
Hi! I am studying the behavior of kaolin clay under cyclic loading. The strain rate is kept at such that undrained behavior is maintained. I want to use an advanced […] -
matlab driver
anis kheffache||Constitutive Modelling|2 |Views 4,683
Hi everyone. When i try to run the matlab driver I get the following error, how can i sove it ? (The constructor for class ‘update’ must return only one […]
Who is Online
No one is online right now
Search SoilModels Website
Recent posts
-
Postdoctoral position at COFS, UWA 28.7.2025
-
Hypoplasticity clay in ABAQUS 23.7.2025
-
Drucker-Prager Cap 29.5.2025
-
Abaqus RITSS with hypoplastic 9.4.2025
-
Fellin UMAT subroutine 2.4.2025
-
Hypoplasticity clay for triaxial compression in abaqus 26.3.2025
-
Abaqus RITSS methon for LDFE analysis with hypoplastic 17.3.2025
-
Request for VUMAT Implementation of Mohr-Coulomb, Drucker-Prager, or Drucker-Prager Cap 28.2.2025
-
Suggestions for an Advanced Constitutive Model in FEM-Based Dynamic Slope Stability Analysis 12.2.2025
-
Hardening Soil or Hardening Soil-Small umat in Abaqus 2.1.2025
-
hypoplastic interface 11.12.2024
-
Triaxial Test Driver SANISAND 30.10.2024
Recent Comments
- Nabanita Saha on SANISAND Abaqus UMAT and Plaxis implementations
- Tian Fapai on SANISAND Abaqus UMAT and Plaxis implementations
- Heng Wang on Multilaminate Model (Schädlich & Schweiger)
- Zhang Hongwei on Download Package of Charles University Implementation of High Cycle Accumulation Model
- Ruimin Chen on Problem with VUMAT interface
- Nitesh Bhume on UMAT and oneAPI compiler issues. (SOLVED…i hope :p)
- Aleksandar Kostadinovic on Karlsruhe fine sand – Cyclic tests (T. Wichtmann)
- Amrane Moussa on Kadlíček, T., Ochmański, M., Mašín, D. and Duque, J. (2022) Report on Charles University implementation of high cycle accumulation model
- Ramon Varghese on SANISAND for FLAC3D Download
- Shuhan Cao on Hardening Soil or Hardening Soil-Small umat in Abaqus
- Kuikui Guigui on Hypoplastic Interface Model (Stutz et al., 2016)
- Kuikui Guigui on Download Package for Hypoplastic interface model and UMAT – FRIC interface
- Francisco José Mendez on Programme of the ALERT Olek Zienkiewicz school on Constitutive Modelling of Geomaterials, February 3 to 7, 2025, Prague, Czech Republic
- Francisco José Mendez on REQUEST FOR EXPRESSIONS OF INTEREST (REOI) FOR PROJECT IN CONSTITUTIVE MODELLING
- Lars Vabbersgaard Andersen on GroundVib.setup.web.exe
- Maria Manakou on GroundVib.setup.web.exe
- Jay Chou on Abaqus RITSS methon for LDFE analysis with hypoplastic
- Tongyu Di on Abaqus RITSS methon for LDFE analysis with hypoplastic




A version of the Drucker-Prager subroutine without the cap can be found here:
https://data.mendeley.com/datasets/5ccwt5fv7y/8
However, there are some discrepancies compared to the standard Abaqus Drucker-Prager model, particularly in capturing certain material behaviors. You will likely need to develop this subroutine yourself, as researchers often retain such routines for their own use.