• Ship Impact Force

    Nurfaiza Mat
    Nurfaiza Mat
    Product(s): Sacs Collapse Version(s): 16.1 Area: Collapse Solutions Community Question : What are the criteria for selecting the force that I need to apply to my structure when I perform a ship impact analysis? Answer…
    • 1 month ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF | MOSES | SACS | OpenWindPower - Wiki
  • Collapse Advanced - Full Plastic Pushover

    Naveen Ravi
    Naveen Ravi
    I am trying to run Full Plastic Collapse run using Collapse advanced Run. The Pile capacity as per PSI output is 31.4MN. But while running Collapse run, the PIle capcity gets restricted till 28MN. And the output is displayed as Pile Punch thru and the…
    • 4 months ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF | MOSES | SACS | OpenWindPower Forum
  • Finite element modelling of unsaturated soils using a modified version of the Barcelona Basic Model

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D 2023.1 Original Title Finite element modelling of unsaturated soils using a modified version of the Barcelona Basic Model Original Author A. Laera, T.A. Bui, S. Brasile Publication…
    • 5 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Unsaturated soil modelling with Barcelona Basic: using SoilTest

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D 2023.1 PLAXIS 3D 2023.1 Date created 09 March 2023 Date modified 09 March 2023 Use the suction option in SoilTest to replicate and simulate suction-controlled…
    • 8 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Zeta Parameter in Collapse Module

    Jeremy Gunawan
    Jeremy Gunawan
    Greetings, I'm doing Ship Impact Analysis with joint flexibility and joint strength Check. I've found some problems with zeta parameter on K-connection. I've read the manual and I thought that there is no zeta parameter listed. Can someone help me with…
    • 10 months ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF | MOSES | SACS | OpenWindPower 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
  • CollapseAnalysisSeismicLoadingDataset

    Rafael Lara
    Rafael Lara
    • CollapseAnalysisSeismicLoadingDataset.zip
    • over 1 year ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • SACS I MOSES Training Datasets
  • 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
  • Eccentricity Ratio in Collapse

    Kaundinya Veluri
    Kaundinya Veluri
    How does the eccentricity ratio affect the plasticity of members? As the eccentricity ratio parameter is a global variable, Inputting the SACS default of 0.25 and reducing it to the actual values of the impacted members is changing analysis results…
    • over 1 year ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF | MOSES | SACS | OpenWindPower Forum
  • SACS Collapse Advanced

    Nurfaiza Mat
    Nurfaiza Mat
    SACS Collapse Advanced SACS Collapse Advanced is a large deflection, large displacement/rotation, elastoplastic, nonlinear finite element solver for structures. Collapse Advanced provides new enhancements and improvement over the previous Collapse module…
    • over 1 year ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF | MOSES | SACS | OpenWindPower - Wiki
  • SACS Collapse Analysis Type

    Behrooz Tadayon
    Behrooz Tadayon
    Hi, I have recently analyzed a complete jacket model using the Full Plastic Collapse/Pushover analysis. My main goal was to obtain the RSR value for the structure in eight wave directions, therefore I created 8 different "clpinp." files for these…
    • Answered
    • over 2 years ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF | MOSES | SACS | OpenWindPower Forum
  • Energy Absorption Process during Dropped Object Analysis using SACS Collapse Advanced

    Srikanth Vasa
    Srikanth Vasa
    I performed a dropped object analysis for object mass 0.41 mT falling from a height of 5 m height which is equivalent to energy 20 kJ. SACS energy graph shows 17.9 kJ energy was absorbed by the structure during drop object impact process. The question…
    • over 3 years ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF | MOSES | SACS | OpenWindPower Forum
  • Bearing capacity of a circular footing

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 12 November 2012 Date modified 12 November 2012 This document describes an example that has been used to verify the ultimate limit state capabilities…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Cylindrical cavity expansion

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Date created 13 November 2012 Date modified 13 November 2012 This case describes an example that has been used to verify that stresses are calculated correctly during the expansion…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Bearing capacity of strip footing

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 09 November 2012 Date modified 09 November 2012 This document describes an example that has been used to verify the bearing capacity of a strip…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Circular pipe loaded laterally in cohesive soil

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Version PLAXIS 3D Date created 13 November 2012 Date modified 13 November 2012 This document describes an example that has been used to verify the 3D isoparametric interface elements in PLAXIS…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • dent member in boat impact calculation

    shawn
    shawn
    Dear friends How to set dent member calculation in boat impact analysis? for example, I have an impact joint (IMJT), which connects two members (0001-IMJT), and (IMTJ-0002) How to set the following dent member calculation? -------------------…
    • over 4 years ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF | MOSES | SACS | OpenWindPower Forum
  • error 'the following card not recognized' (static ship impact analysis)

    Rifel Landong Pordiman
    Rifel Landong Pordiman
    Dear Sir or Madam, I would like to ask some problem that I encounter when I use SACS 5.7 I am performing Ship I mpact analysis (Static) on a wellhead fixed platform based on the practice workbook provided by Bentley. When I start running the analysis…
    • over 4 years ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF | MOSES | SACS | OpenWindPower Forum
  • SACS Collapse Advanced Samples

    Geoff McDonald
    Geoff McDonald
    Collapse Advanced sample input files found in the Collapse Advanced manual in SACS 12.0+.
    • Collapse Advanced Samples.zip
    • over 5 years ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF I MOSES I SACS I OpenWindPower Files
  • SACS SIG Virtual Workshop: Bentley Offshore – September 12, 2018 – You're Invited!

    Patsy Gant
    Patsy Gant
    Learn how to perform a PSI analysis with Gap elements using Collapse at the next Bentley Offshore Special Interest Group virtual workshop on Wednesday, September 12, 2018 at 10 a.m. EDT. Register today ! Connect with industry colleagues and Bentley…
    • over 5 years ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF I MOSES I SACS I OpenWindPower Announcements Forum
  • Model Gap Elements with PSI using Collapse

    Geoff McDonald
    Geoff McDonald
    Introduction Pile Structure Interaction (PSI) is a program which models and analyzes the non-linear behavior of the soil for a pile supported structure. Gap is a program which models non-linear one way elements in the structure. Occasionally, analyses…
    • over 5 years ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF | MOSES | SACS | OpenWindPower - Wiki
  • 05. Results for DNV code combinations Collapse and Prop Buck are 0.00 or very small when using AutoPIPE

    Mike Dattilio
    Mike Dattilio
    Applies To Product(s): AutoPIPE Version(s): ALL; Area: Calculations Date Logged & Current Version April. 2014 09.06.00.15 Problem: The results for DNV code combinations Collapse and Prop Buck are 0.00 or very…
    • over 3 years ago
    • AutoPIPE
    • AutoPIPE Wiki
  • gap element (compression element) in Collapse analysis

    MAHMOUD ABOU-ELMAKAREM
    MAHMOUD ABOU-ELMAKAREM
    Hi everyone, SACS ignores the gap element when performing Collapse analysis. How can i simulate gap element (compression element) in that analysis? Thanks
    • over 5 years ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF | MOSES | SACS | OpenWindPower Forum
  • SACS Tech Talk: Designing offshore structures against extreme events

    Carolyn Hawley
    Carolyn Hawley
    Join this discussion with Parvinder Jhita, Senior Product Manager for SACS, as he dives into large deflection elasto-plastic analysis with SACS Collapse. Key Points Fundamental concepts behind the SACS Collapse application Pushover analysis for…
    • over 6 years ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF I MOSES I SACS I OpenWindPower Announcements Forum
  • Allow dent in boat landing members in ship impact analysis in SACS

    MAHMOUD ABOU-ELMAKAREM
    MAHMOUD ABOU-ELMAKAREM
    Hello, How can i allow dent in boatlanding members in ship impact analysis in SACS? Regards MAHMOUD
    • Answered
    • over 6 years ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF | MOSES | SACS | OpenWindPower Forum
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