DIANA 10.5 was released in 2021. It features many powerful capabilities to model soil-structure interection. See more in
https://dianafea.com/2021-DIANA10-5-Release
Tags: finite element diana soil structure interaction
||Finite Elements|0 |
||Finite Elements|0 |
Related Articles
-
Consolidation analysis using HP clay model in Plaxis
Dear Prof David / SOil model community, I am performing coupled consolidation analysis for deep excavation in clay using HP clay model in Plaxis 3D. Performing the undrained analysis, the […] -
SANISAND umat issue
Hello everyone; I have implemented the Sanisand constitutive model (UMAT) in abaqus in the scope of performing a dynamic analysis on a 3D soil-pile interaction problem. I have succeded in […] -
Tochnog Professional 100 element free version, www.tochnogprofessional.nl
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 job doesn’t make any increment
Hi, I’m facing a problem with my model. I’m trying to simulate a helical pile in soil. When I create the job, my job doesn’t make any increment and the […] -
Skin friction along depth of pile
Dear all, I am simulating static pile load test in the rock by using ABAQUS. For comparison of numerical results with the experimental, I need skin friction vs depth plot. […] -
Calibrate hypoplastic model
I am trying to calibrate my sand using Excalibre. I tried some triaxial element tests using Abaqus. However the results are different between Excalibre and Abaqus. -
hypoplasticity models in free Tochnog Professional
In this post we will list built-in hypoplasticity formulations in the free Tochnog Professional program. Since these hypoplasticity options are built-in there is no need to link external umat routines. […] -
ABAQUS Mesh-to-mesh solution mapping with Modified Cam Clay
I am using the mesh-to-mesh solution mapping with MCC model. The element type used is CPE8RP. My initial analysis runs without any issue and when the deformations reach a certain […]
0 Comments
Supporting Organisations
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