Browse By Tags

Result smoothing and ignore discontinuities options

Nitharshan

Hi all, Please explain what these options will do in the results? Thanks.
- 2 months ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Forum
Structural results in tables and curve plots

Stefanos Papavasileiou

Application PLAXIS 2D PLAXIS 3D Version CONNECT Edition V20 and later Date created 19 September 2022 Date modified 19 September 2022 Original author Stefanos Papavasileiou - Bentley Technical Support Group Description…
- over 1 year ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
What difference between support load/displacement and displacement?

OTTAP CP

Hello, I just found that the displacement in results between support load and displacement is the same at the point where has the guide support with a gap. I notice it in GRTP case. That means whether the support and the pipe move together, However…
- over 1 year ago
- AutoPIPE
- AutoPIPE Forum
PLAXIS Output Viewer CE V21.00 Release notes

Stefanos Papavasileiou

New in PLAXIS 2D/3D Output Viewer CONNECT Edition V21 Service Release 1 Release: February 2021 The PLAXIS 2D/3D Output Viewer CONNECT Edition V21 contains the following improvements and updates compared to PLAXIS Output Viewer CONNECT Edition V20…
- 2 months ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
Discover ParaView post-processing environment for PLAXIS 3D calculation (Tech Preview)

Stefanos Papavasileiou

Application PLAXIS 3D Version Technology Preview PLAXIS 3D CONNECT Edition Update 4 Date created 08 October 2020 Date modified 08 October 2020 With the release of PLAXIS 3D CONNECT Edition Update 4 (20.04), new…
- over 2 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
Speed Up PLAXIS Cross Section Curve Export

Tajinder Singh

Hi, I am currently working on a dynamic modelling project in PLAXIS where we are obtaining the lateral earth pressures on a gravity retaining wall. The retaining wall is modelled as a linear elastic material. To export the results, I have preselected…
- over 3 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Forum
PLAXIS Viewer - standalone program to view results

Stefanos Papavasileiou

Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D CONNECT Edition V20 Update 3 and newer PLAXIS 3D CONNECT Edition V20 Update 3 and newer Date created 28 January 2019 Date modified 28 February 2023 The PLAXIS Output…
- 8 months ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
3D Output: show results for shadings or contour lines

Micha van der Sloot

Application PLAXIS 3D Version PLAXIS 3D Date created 01 November 2013 Date modified 01 November 2013 Sometimes, the PLAXIS 3D Output program does not show results for shadings or contour lines, but results are shown…
- over 3 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
Stresses in non-porous materials

Micha van der Sloot

Application PLAXIS 2D PLAXIS 3D Version 3DFoundation PLAXIS 2D Date created 30 January 2012 Date modified 30 January 2012 In PLAXIS Output users can decide to show stresses in non-porous materials, or to hide the…
- over 3 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
User defined Python script (3D): Extract displacements by coordinates

Stefanos Papavasileiou

Application PLAXIS 3D Version PLAXIS 3D AE Date created 31 August 2016 Date modified 31 August 2016 Description A small Python script was written to obtain deformation results using the Remote scripting features…
- over 1 year ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
Using partial geometry for interesting result images in PLAXIS 3D

Micha van der Sloot

Application PLAXIS 3D Version PLAXIS 3D Date created 22 July 2019 Date modified 22 July 2019 How to look inside the soil of a 3D model to understand the behaviour When running a PLAXIS 3D model, the most interesting…
- over 3 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
Groundwater flow results after a consolidation analysis (EPP)

Micha van der Sloot

Application PLAXIS 2D Issue status ✔ Solved First Affected Version PLAXIS 2D 2010.01 Found in Version PLAXIS 2D 2010.01 Fixed and Released in Version PLAXIS 2D 2011.00 Issue # 14637 Date created …
- over 3 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
Possible data loss due to the Output report generator for user defined report folders

Micha van der Sloot

Application PLAXIS 2D PLAXIS 3D Issue status ✔ Solved First Affected Version PLAXIS 2D 2010 PLAXIS 3D 2010 Found in Version PLAXIS 2D 2010 PLAXIS 3D 2010 Fixed and Released in Version PLAXIS 2D2012.00 PLAXIS 3D…
- over 3 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
Bending moments of tunnels

Micha van der Sloot

Application PLAXIS 2D Issue status ✔ Solved First Affected Version PLAXIS 2D 2010.01 Found in Version PLAXIS 2D 2010.01 Fixed and Released in Version PLAXIS 2D 2011.00 Issue # 14483 Date created …
- over 3 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
Excess pore pressure in plate and interface are zero

Micha van der Sloot

Application PLAXIS 2D Issue status ✔ Solved First Affected Version PLAXIS 2D 2010.01 Found in Version PLAXIS 2D 2010.01 Fixed and Released in Version PLAXIS 2D 2011.00 Issue # 14482 Date created …
- over 3 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
Inspect intermediate step results in PLAXIS Output

Micha van der Sloot

Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 20 March 2019 Date modified 20 March 2019 PLAXIS phase calculations are divided into multiple steps to reach equilibrium for the defined phase…
- over 3 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
Output scripting example: get maximum bending moment

Stefanos Papavasileiou

Application PLAXIS 2D Version PLAXIS 2D Date created 29 April 2015 Date modified 29 April 2015 In this example, we will use Tutorial Lesson 3 (Tied back excavation) [ link ] for the Plaxis file. In this case, we want…
- over 1 year ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
01. Are actual valve weights used in the AutoPIPE analysis or only the output listing is round up?

Mike Dattilio

Applies To Product(s): AutoPIPE Version(s): ALL; Area: Report Date Logged & Current Version March 2019 12.00.00.14 Problem: Does AutoPIPE round up the valve weight to closest whole value in the analysis or are…
- over 4 years ago
- AutoPIPE
- AutoPIPE Wiki
02. AutoPIPE Results Grids or Output Reports are found to be Zero (0.00) or Blank

Mike Dattilio

Applies To Product(s): AutoPIPE, Version(s): ALL Area: reports / results Original Author: Bentley Technical Support Group Problem: AutoPIPE: results are 0 / zero Description: when viewing results…
- over 5 years ago
- AutoPIPE
- AutoPIPE Wiki
03-t: How to export both input data and results to MS Excel from AutoPIPE?

Mike Dattilio

Applies To Product(s): AutoPIPE Version(s): ALL; Area: Export Date Logged & Current Version Jan. 2018 11.02.00.10 Problem: How to export input data and results to MS Excel from AutoPIPE? Solution: Let us…
- over 5 years ago
- AutoPIPE
- AutoPIPE Wiki
01. Reason #1 - Why are the all load case values 0.00 for a particular node point in AutoPIPE's Reference Point loads sub-report?

Mike Dattilio

Applies To Product(s): AutoPIPE Version(s): ALL; Area: Report Date Logged & Current Version Sept. 2017 11.01.00.17 Problem: For a given node point (B03F), why are the all load case values 0.00 in Reference Point…
- 10 months ago
- AutoPIPE
- AutoPIPE Wiki
13. Why do Modal Analysis results from another program NOT match Modal Analysis results from AutoPIPE?

Mike Dattilio

Applies To Product(s): AutoPIPE Version(s): ALL; Environment: N/A Area: Report Original Author: Bentley Technical Support Group Date Logged & Current Version Jan. 2017 10.01.00.09 Problem: Why…
- over 2 years ago
- AutoPIPE
- AutoPIPE Wiki
11. How to determine the actual stress at a node point after performing a modal analysis using AutoPIPE?

Mike Dattilio

Applies To Product(s): AutoPIPE Version(s): ALL; Environment: N/A Area: Report Original Author: Bentley Technical Support Group Date Logged & Current Version Jan. 2017 10.01.00.09 Problem: How…
- over 6 years ago
- AutoPIPE
- AutoPIPE Wiki
10. What is the actual displacement of each node in a modal analysis using AutoPIPE?

Mike Dattilio

Applies To Product(s): AutoPIPE Version(s): ALL; Environment: N/A Area: Report Original Author: Bentley Technical Support Group Date Logged & Current Version Jan. 2017 10.01.00.09 Problem: What…
- over 6 years ago
- AutoPIPE
- AutoPIPE Wiki
08. Why does the normalized maximum displacement equal less than 1.0 in AutoPIPE modal analysis report?

Mike Dattilio

Applies To Product(s): AutoPIPE Version(s): ALL; Environment: N/A Area: Report Original Author: Bentley Technical Support Group Date Logged & Current Version Jan. 2017 10.01.00.09 Problem: When…
- over 6 years ago
- AutoPIPE
- AutoPIPE Wiki