Dear PhD,
I am studying roller vibrations on sandy soil models with vumat. Can PhD give me the subroutine model and input parameters of objects for reference?
Unit of the subprogram used?
Many thanks.
Hoang An
VUMAT ABAQUS: sandy soil
Related Articles
-
Hypoplastic Model inquire
Mahmoud Hamed||Constitutive Modelling|3 |Views 4,268
Dear Prof. David Mašín Greetings I would like to discuss with you an issue. I have a problem in my simulation on ABAQUS. The problem in the simulation results is […] -
Hypoplastic Interface Model: Does anybody implemented this model in FLAC3D
ruohan sun||Constitutive Modelling|3 |Views 4,317
I want to use this model to simulate soil-structure interaction in FLAC3D software, so I was wondering does anybody implemented this model in FLAC3D, and could you please share your […] -
Problem with VUMAT interface
Giada Orlando||Constitutive Modelling|3 |Views 3,633
Dear All, I am trying to run the VUMAT interface by Prof. Binen with the Sand Hypoplasticity. However, when I run the simulation Abaqus returns the following error: “Problem during […] -
Paper of Coulomb, C. A. (1773)
Wei-Sheng Lei||Constitutive Modelling|0 |Views 559
Any one has a copy of Coulomb’s paper below, even better an English version? Thanks. Coulomb, C. A. (1773) Essai sur une application des régles de Maximis & Minimis à […] -
UMAT for strain-rate effects
Luis Zambrano-Cruzatty||Constitutive Modelling|0 |Views 4,074
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 […] -
Shear Stiffness Calculation for Hypoplastic Model
Hashmi Sohawon||Constitutive Modelling|4 |Views 4,323
Hi David, I have reproduced some single elements test on ABAQUS using the UMAT to compare with Triax Hypoplasticity. So far, my stiffness curve (q vs ea) and my stress […] -
ERROR Message when using UMAT_hcea with ABAQUS
Lukas Reindl||Constitutive Modelling|3 |Views 4,666
Hi all! I am modelling some triaxial compressions in ABAQUS with Weald Clay. The constitutive law i am using is the clay hypoplasticity by Mašín. When running the program using […] -
Animating Soil Models – eLearning Project
Gertraud Medicus||Constitutive Modelling|0 |Views 5,167
Dear all, I am currently writing a proposal for a (small & hopefully nice) eLearning project: Within the project, I would like to create animations related to constitutive modelling. I […]
Who is Online
No one is online right now
Search SoilModels Website
Recent posts
- Connecting remote sensors to the Plaxis FEM 3D using python 26.7.2024
- Intergranular Strain Extensions 16.7.2024
- Abaqus Hypoplasticity Primary Variable Is Not Available 1.7.2024
- Vumat to calculate excess pore in Coupled Eulerian-Lagrangian ABAQUS 1.7.2024
- Drucker Prager Cap Hardening Model 20.6.2024
- Soil model for sand under drained cyclic loading 15.6.2024
- In Abaqus how do we use *DLOAD for defining both user-defined pressure and body force simultaneously? 15.6.2024
- Issue in applying SANISAND04 UMAT to Boundary-Value-Problem 31.5.2024
- Triaxial compression test using Mohr-Coulomb model in Abaqus 27.5.2024
- The Mises stress calculated by the hypoplasticity model considering the intergranular strain is all 0 20.5.2024
- Degradation ( disturbance ) of hypoplastic clay 23.4.2024
- Degradation ( disturbance ) of hypoplastic clay 23.4.2024
Recent Comments
- Johan Clausen on Triaxial compression test using Mohr-Coulomb model in Abaqus
- Ismail Khan on SANISAND for FLAC3D Download
- Tao Zhu on UMAT and oneAPI compiler issues. (SOLVED…i hope :p)
- Lei DAI on SANISAND for FLAC3D Download
- Yu Xiao on “Warning LNK4210” – hypoplastic clay UMAT
- Yu Xiao on “Warning LNK4210” – hypoplastic clay UMAT
- Charbel NOHRA on “Warning LNK4210” – hypoplastic clay UMAT
- Pouya Zahedi on UMAT for hypoplastic subroutine
- Mohsen Misaghian on SANISAND umat issue
- Ashesh Choudhury on Abaqus
- Hu Shihong on Triaxial compression test using Mohr-Coulomb model in Abaqus
- Mert Eyupgiller on Triaxial compression test using Mohr-Coulomb model in Abaqus
- Bala Harsha Srusti on ABAQUS job doesn’t make any increment
- PRATIK GOEL on Hardening parameters (yield stress & absolute plastic strain)
- Ashraf AHMED on ExCalibre – SoilModels Automatic Calibration
- Xy Ma on Sand and clay standard datasets
- Xy Ma on Sand and clay standard datasets
- Ramon Varghese on Hypoplastic Interface Model: Does anybody implemented this model in FLAC3D
Dear Hoang, I am not sure whether I understood correctly your question. In any case, vumat implementation for hypoplastic model is here: https://soilmodels.com/download/vumat_umatinterface-zip/. Please study the related references to find example parameter sets. Regards David
Dear David Mašín,
I am a new user of abaqus. Good, Dr. can give me an example of a complete soil model using vumat for hypoplastic model.
Thank you very much, Dr. for example .inp and .for files.
mail: sg-thaihoangan@e-university.edu.vn
Best regards
Hoang An,