FE formulation and software
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Barodesy download package including small strain stiffness and strength reduction (UMAT and PLAXIS dll)
Manuel Bode||Finite Elements|0 |Views 3,627
A new download package for Clay Barodesy is available in the download section (https://soilmodels.com/barodesy/) The model uses the basic model of barodesy for clay (Medicus G. and Fellin W. 2017) […] -
Calculation of coordinates of climbing formwork using hypoplasticity and pressuremter tests
Christian Schwab||Finite Elements|0 |Views 3,565
Our article published in the latest issue of Ground Engineering 10/2017. Great combination of cone-pressueremeter-testing (CPM) by FUGRO and advanced 3D Fem modelling by GEOLINK using hypoplastic constitutive equations to […] -
UMAT for hypoplastic subroutine
Naif Alsanabani||Finite Elements|5 |Views 4,564
Hello all, Could you please anyone provide me umat for Hypoplastic model that used as subroutine in Abqus 6.14. With Best Regards Naif Mohammed -
An error in the SANISAND umat runtime
Zhentao Liu||Finite Elements|15 |Views 2,139
Dear all I was simulating a pile in a fully drained soil subjected to horizontal loads using ABAQUS (as shown in Figure 1) and noticed from the monitor that the […] -
ABAQUS UMAT of hypoplastic clay model
Akhtyar Gul Shirzoi||Finite Elements|2 |Views 866
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? -
Abaqus OneAPI Compiler
Kassem Dib||Finite Elements|1 |Views 8,027
Hello.. I am testing SaniSand constitutive model as published by Mr. Masin at this site. The Abaqus is V21 and the visual studio 2017 with OneAPI compiler, the Abaqus verification […] -
Skin friction along depth of pile
Md Shafiqul Islam||Finite Elements|0 |Views 3,604
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. […] -
ABAQUS Mesh-to-mesh solution mapping with Modified Cam Clay
Samanthika Liyanapathirana||Finite Elements|0 |Views 4,134
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 […]
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