Dear all,
I’m using the UMAT file in which the hypoplastic model for thermal cycles is implemented. I have done some runs for an axisymmetrical model for a single energy pile and it works very well. But when I tried to make 3D modeling for an energy-pile group using this UMAT file when I start the job, nothing happened and after 10 secs the Abaqus mentioned that job is completed but actually no results appear and no steps are solved.
Can anyone help me?
Thank you!
Hypoplastic model for thermal cycles in clay (Abaqus)
Related Articles
-
Tochnog Professional 100 element free version, www.tochnogprofessional.nl
dennis roddeman||Finite Elements|0 |Views 4,408
The Tochnog Professional finite element program is now available as free version with 100 elements. It can be downloaded without registration from http://www.tochnogprofessional.nl. Several commercial and free pre- and postprocessors […] -
Abaqus RITSS with hypoplastic
tongyu di||Finite Elements|0 |Views 3,637
Hello, I am trying to learn ‘Numerical modelling of the effects of consolidation on jack-up spudcan penetration.’ I would like to ask, when using the RITSS method, which variables in […] -
UMAT code for Unsaturated soil modes
Arghya Das||Finite Elements|1 |Views 5,236
Hello Everyone, I am trying to implement an unsaturated soil model (BBM or similar) in ABAQUS using UMAT. We want to assign a pore-pressure boundary condition for simulating the drying […] -
finite element modeling of ISA-HP for sand material
arad ahmadi radin||Finite Elements|1 |Views 4,222
On the simulation of the cyclic mobility effect with an ISA -hypoplastic hypoplastic hypoplastic model, is it possible to simulate 3D liquefiable sandy soil by available u-mat file which is […] -
ABAQUS modeling: Warning about unconnected regions when using hypoplasticity subroutine
Jasmine Lokesh||Finite Elements|0 |Views 6,105
I ran a simple 3D model with symmetry boundary conditions first using elastic material and then as hypoplastic using a subroutine. However, in the former case, I don’t get the […] -
In Abaqus how do we use *DLOAD for defining both user-defined pressure and body force simultaneously?
Ashesh Choudhury||Finite Elements|0 |Views 1,436
In Abaqus how do we use *DLOAD for defining user-defined pressure and body force simultaneously? I want to user-define both body fore and pressure. -
ABAQUS UMAT of hypoplastic clay model
Akhtyar Gul Shirzoi||Finite Elements|2 |Views 1,898
Hi Everyone. I am new to this Platform. I want to use the hypoplastic model in my research. how I can download it UMAT file for ABAQUS software? -
Tochnog Professional Page moves
Dennis Roddeman||Finite Elements|1 |Views 4,206
Hi All, Starting from Saturday January 26 2019 the Tochnog Professional page moves to http://www.tochnogprofessional.nl Best, Dennis Roddeman
Who is Online
No one is online right now
Search SoilModels Website
Recent posts
-
Correct my Plaxis FEM simulation in foundation bearing capacity results 3.4.2026
-
mohr coulomb 2D yield surface vs 3D mohr coulomb yield surface 28.2.2026
-
Problem with GeoStudio (Seepage) software 16.2.2026
-
Prague Geotechnical Days 2026 3.2.2026
-
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
Recent Comments
- Ding Yan on Download package of a complete dataset “Karlsruhe Kaolin – Cyclic tests (T. Wichtmann)”
- Arie Koot on mohr coulomb 2D yield surface vs 3D mohr coulomb yield surface
- Arie Koot on Multilaminate Model (Schädlich & Schweiger)
- Amir F on Problem with GeoStudio (Seepage) software
- Nabanita Saha on set cavitation limit in ABAQUS/STANDARD when using SANISAND umat
- 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





Dear Sherif, this issue seems similar as issue reported by Chiara. It thus seems there is some problem in 3D implementation of the model. I am currently unable to help and umat author Qijie Ma is not responding. It will be necessary to go into umat and print debugging messages at various positions in the code, or run it through debugger, to find where the analysis stops. If any one has any news, please let us know. David
Hello
subscribe to and seek assistance from the
ABAQUS mailing list
https://groups.yahoo.com/neo/groups/Abaqus/info
Search the archive of the list before posting in it.
The list does not accept attachments.
Or
http://www.eng-tips.com/threadminder.cfm?pid=799
or from the ResearchGate discussion forum.
For advice on mechanics in general, including modeling,
you can consult
http://imechanica.org/
If you need subroutines: as an introduction get the file
http://imechanica.org/files/Writing User Subroutines with ABAQUS.pdf
Simulia Learning Community
3ds.com/slc
Good luck
Frank