Can SANISAND version given in soil model work well for cyclic simple shear test ?
Tags: sanisandCONSTUTUTIVE MODELLING
Related Articles
-
Compile triax calibration software under windows
Hans Henning Stutz||Constitutive Modelling|1 |Views 4,413
1. Download install exe (32 or 64 bit) from https://cygwin.com/install.html 2. Choose a mirror site / click Next and select all packages you need for compiling: Type: “gcc” into search […] -
Automatic calibration software ExCalibre has been launched
David Mašín||Constitutive Modelling|0 |Views 4,547
On behalf of the team of developers I am happy to announce that, after more than four years of development and testing, ExCalibre has just been launched. ExCalibre is a […] -
Cyclic tests with Triax element test driver
Konstantinos Chatzis||Constitutive Modelling|8 |Views 1,303
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 […] -
UMAT for Creep-SCLAY model.
isma khabis||Constitutive Modelling|0 |Views 1,553
Does anyone have the UMAT for the Creep-Clay model to be implemented in Abaqus? -
CEL analysis using hypo plasticity Vumat
abd Elfattah||Constitutive Modelling|8 |Views 4,972
Greetings i used interface Vumat with Umat for simulating CEL problem, after 50% of analysis, i got the error as “Excessive incremental rotation of the elements in element set ” […] -
Question about Interface between UMAT and VUMAT
Sina Niazi||Constitutive Modelling|1 |Views 4,468
Hello, I read the research report and the FORTRAN code available at https://soilmodels.com/download/vumat_umatinterface-zip/. It sounds quite interesting but I have a couple of questions about the FORTRAN code: 1- Did […] -
Input files for element tests for hypoplastic clay/sand UMAT
Juan Tello||Constitutive Modelling|0 |Views 3,889
I’m interested in using the model for simulating excavations in clay, where the small strain modulus is important, and the analysis has to be transient consolidation. It would be helpful […] -
Papers on Excalibre
David Mašín||Constitutive Modelling|0 |Views 4,623
Hi all, Details of Excalibre software (https://soilmodels.com/excalibre) functionality and calibration procedure have been published in two papers, which are now available online at the webpages of publisher (https://link.springer.com/article/10.1007%2Fs11440-021-01441-0 and https://link.springer.com/article/10.1007%2Fs11440-021-01435-y). […]
0 Comments
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
- 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
- Jh Xue on UMAT Implementation in Abaqus (Hypoplastic clay Subroutines)