• Define strength parameters as functions of strains.

    Nicola Rossi
    Nicola Rossi
    Hi, is it possible to define a strength parameter (such as cohesion and friction angle) as a function of the deviatoric strains? There are two acceptable options: 1. The parameters are updated along with the strains during the analyses. 2. The parameters…
    • 3 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • How Strain is converted into Displacement (Purpose is to find the initial value)

    Nitharshan
    Nitharshan
    Hi all, This may be the basic question but need to know that. Question => Strain is the change in the dimension over the initial one , so it is provided as the percentage or fraction. In Plaxis stress will be derived from the induced strain and the…
    • 5 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • PLease tell ,how we can get tensile strain at some point ?

    SHUBHAM  .
    SHUBHAM .
    I am modelling flexible pavement in plaxis, I want to find the tensile strain at bottom of bitumen layer. please tell me
    • 6 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Multilinear Stress-Strain Curve

    Jeremy Gunawan
    Jeremy Gunawan
    Excuse Me, I'd like to ask a question For Collapse Analysis, when we define material properties for Multilinear Stress-Strain Curve, is it true strain or engineering strain that we should consider? Thanks in Advance.
    • over 1 year ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF | MOSES | SACS | OpenWindPower Forum
  • Strain Results

    Nurfaiza Mat
    Nurfaiza Mat
    Product(s): SACS Version(s): All Area: Collapse Problem I'm doing a dropped object analysis in SACS collapse. I have successfully run the model and I am getting plasticity results. Is there a way to obtain strain results…
    • 1 month ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF | MOSES | SACS | OpenWindPower - Wiki
  • Shear Strain vs Deviatoric Strain

    Rebecca Shepherd
    Rebecca Shepherd
    Hi All, I am looking to extract shear strains from a model to compare with shear box test data and determine if my ground will be subject to any strain softening. I believe the output cartesian strain (gammaxy) is the shear strain I'm interested in…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Strain values

    Arash Ranjbar
    Arash Ranjbar
    Hello, Is there any way to see the strain values in Autopipe results grid? Or any results report? If not, how should I calculate the combined strain values? Thanks Arash
    • over 1 year ago
    • AutoPIPE
    • AutoPIPE Forum
  • Question: Light Gray background, dark texts

    Akash Roy
    Akash Roy
    Dear Bentley Community, Hope everyone is well and healthy. I've had some eye strain from the black background with MicroStation. I have then changed it to white, which automatically changes all text into black for readability. The issue is, I'd like…
    • over 3 years ago
    • Visualization
    • Visualization Forum
  • RAM Concept CONNECT Edition V8 Update 1 Release Notes

    Sabrina Tedeschi
    Sabrina Tedeschi
    Release Date: April 2020 Version: RAM Conce pt CONNECT Edition V8 Update 1 Version Number: 08.01.00.26 Download and Installation Instructions Current and past RAM Conce pt releases can be downloaded from Bentley Cloud Services at: http://connect…
    • 1 month ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • PLAXIS SoilTest

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 09 May 2011 Date modified 09 May 2011 SoilTest can be used to simulate real-life soil tests. We demonstrate how to gain better insight in…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • How does the option volumetric strain work?

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 11 September 2014 Date modified 11 September 2014 Both the 2D and the 3D program allow for input of volumetric strain in x,y and z direction…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Reduction of stiffness does not lead to a change in displacements

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 23 July 2013 Date modified 23 July 2013 A Finite Element calculation is driven by out-of-balance forces in the model. These out-of-balance forces…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Thermal strain incorrectly includes thermal expansion of water in PLAXIS 2D 2016.00

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Issue status ✔ Solved First Affected Version PLAXIS 2D 2016.00 Found in Version PLAXIS 2D 2016.00 Fixed and Released in Version PLAXIS 2D 2016.01 Issue # 8430 Date created …
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Volume strain could be activated unexpectedly

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Issue status ✔ Solved First Affected Version PLAXIS 2D 2015.00 Found in Version PLAXIS 2D 2015.00 Fixed and Released in Version PLAXIS 2D 2015.02 Issue # 23579 Date created …
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Volumetric strain in Updated Mesh not presented correctly

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Issue status Open First Affected Version PLAXIS 2D 2010 PLAXIS 3D 2011 Found in Version PLAXIS 2D 2010 PLAXIS 3D 2011 Fixed and Released in Version Issue # 16429 Date created…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • How to get to know the force that cause the beam shrinkage using the STRAIN load definition?

    IronMaxSteel
    IronMaxSteel
    Hi, I'am trying to test the Strain Load Definition on staad. I assign -0.002m on the Strain load definition in staad pro and run the analysis, but I could get any result from the post processing, all forces result are in zero values. Because I wanted…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • PDF

    Accurate Long-Term Deflection Prediction in Flat Slabs Using Linear Elastic Global Analysis

    Jason Coleman
    Jason Coleman
    By: Jonathan Hirsch , Development Manager at Bentley Systems. Presented at the 24th Biennial Conference of the Concrete Institute of Australia Abstract : With long-term deflection being a critical design criterion, accurate deflection prediction is…
    • Final Paper 64 - Hirsch.pdf
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    • over 14 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Files