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SesamTM
40 years of success
Migrating models from other systems to Sesam


Pål Dahlberg, Sesam Principal Sales Executive

17 April, 2012
Why Sesam

             One common tool for all design
             stages from construction through
             installation, in-place (including
             re-analysis), re-qualification to
             removal
SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.   2
Benefits from using Sesam for jackets
New builds covering Manage existing                                              Collapse analysis        Modification work
  entire life cycle re-analysis models                                            Requalification           - all phases




MTO, deflection check,                          Understand models over time,   Extreme conditions,          Design of new parts
 code check, fatigue                              produce and view results   accidents, fire, explosion     Re-design of existing


                    Same model for all stages – can be shared with other units like the floating department
SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.                                4
Imported models open a door of
             Sesam opportunities
             - New build design
             - Re-analysis systems
             - Re-qualification
             - Modifications


SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.   5
Our tools – your solutions – your decisions




  Transportation, launching                                                                          Transportation, lifting
  Deflections, Stresses,                                                                             Deflections, Stresses,
  Code-check, Fatigue                                                                                Code-check, Fatigue




                                            Non-linear analysis,       Linear analysis (wave, pile/soil)
                                            collapse, accidents,       Deflections, Stresses,
                                            re-qualifications          Code-check, Fatigue, Earthquake

SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.                      6
Import of jackets, jack-ups &
             topsides
             -              Beams and plates
             -              Loads and load combinations
             -              Wave load data
             -              Soil data

SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.   7
Our tools – your solutions – your decisions


                                                                   xml          xml




  Transportation, launching                                                                                Transportation, lifting
  Deflections, Stresses,                                                                                   Deflections, Stresses,
  Code-check, Fatigue                                                                                      Code-check, Fatigue



                                                    fem




                                            Non-linear analysis,             Linear analysis (wave, pile/soil)
                                            collapse, accidents,             Deflections, Stresses,
                                            re-qualifications                Code-check, Fatigue, Earthquake

SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.                            8
Import from Sacs, StruCad3D and StaadPro
  Sacs and StruCad3D                                                        Sacs example
      - Structure, manually defined loads & load combinations
          - Completed
      - On-going tasks
          - Tension/compression (Q2/2012)
          - Surface loads and temperature loads (Q4/2012)
          - Import of pile/soil data (Q4/2012)

  StaadPro
      - Structure and manually defined loads
          - On-going (Q2/2012)




                                                                StruCad3D example


SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.               9
Easy to verify and appreciate the model in GeniE
  Graphical visualisation and easy to query object
   properties
   - Structure – model, point masse and sets
   - Total mass and centre of gravity
   - Properties – sections, materials & hydro-
     coefficients
   - Local co-ordinate systems – beams and plates
   - Loads – both manually applied and waves
   - Load combinations – loads and scaling factors
   - Soil layers
   - Displacements, stresses, forces, deflections for
     single load-case(s) or envelope
  From reports
   - All above
   - Maximum wave shear and overturning moment
   - Load sums and reaction forces
  List of data that are not converted
   - Easy to find out what needs to be dealt with in a
     manual manner
  Tools  Verify structure


SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.        10
How to import a model from Sacs
  The procedure today
      -   Import structure (automatic)
      -   Import wave load data (automatic)
      -   Import load combinations (automatic)
      -   Add soil data
      -   Verify model with previous reports or model data
      -   Run a linear static analysis and verify selected key results (displacements, forces and
          stresses)

  You can do it
      -   Without training or assistance
      -   By reading our tutorial
      -   Learning from a course where the goal is to import 3 structures
      -   We can do it as a consulting service to you

  Once the model is verified it can be used for all purposes in Sesam



SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.         11
Demo – Import and verification
  Import the structure, the wave loads and
   load combinations
      - Tools  Structure verify

  Understand the structure
      - Various check points like e.g. mass, centre
        of gravity, boundary conditions, colour
        coding, hydrodynamic properties

  Verify the loads
      - Basic load cases
      - Load combinations
      - Wave loads

  Make reports
  Make pictures



SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.         25
Linear static analysis of reference
             model
             - Deflection and stress check
             - Code checking
             - Fatigue analysis


SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.   26
Our tools – your solutions – your decisions


                                                                   xml           xml




  Transportation, launching                                                                                 Transportation, lifting
  Deflections, Stresses,                                                                                    Deflections, Stresses,
  Code-check, Fatigue                                                                                       Code-check, Fatigue



                                                    fem




                                            Non-linear analysis,              Linear analysis (wave, pile/soil)
                                            collapse, accidents,              Deflections, Stresses,
                                            re-qualifications                 Code-check, Fatigue, Earthquake

SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.                            27
Linear static analysis – main purpose
  Deflection checking
  Code checking member, tubular joints and plates
  Fatigue




SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.   28
Linear static analysis – deflections, stresses, forces
  Deflection check according to AISC (or your own criteria)
  Stresses/Forces (vonMises, SIGxx, SIGyy, TAUxy, Nxx, Mxy…….)




SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.   29
Linear static analysis – plate stresses
  VonMises plate stresses in wave load case (4,1)
      - Direction 135 degrees, wave height 11.7m, wave period 10.6 sec




SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.    30
Automatic definition of default buckling lengths
  Global settings apply to all members                          The leg between two
      - Can be imported via scripting from Sacs                  joints has three
                                                        Bm6224   members. It will be
                                                                 necessary to define
  Local settings to individual members                          buckling lengths for
      - Can be imported via scripting from Sacs                  each of these
                                                       Bm6223



                                                       Bm1344




                                                                 The leg between
                                                                 two joints has one
                                                                 member. The
                                                                 buckling length is
                                                                 the length between
                                                                 the joints – often
                                                                 necessary to
                                                                 modify. The
                                                                 member has all the
                                                                 knowledge about
                                                                 the underlying FE
                                                                 model
SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.     32
Linear static analysis – member code checking
  Code checking of members, e.g. tower and flare-boom




SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.   33
Linear static analysis – member code checking
  Code checking of members, e.g. helideck




SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.   34
Linear static analysis – member code checking
  Code checking of members, e.g. jacket
      - Buckling lengths not adjusted – hence results may not be real




SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.      35
Linear static analysis – fatigue
  Sesam supports 3 options
      - Deterministic fatigue (regular waves, time domain wave
        load analysis)
        - More accurate wave loads (any theory and proper drag)
        - Simple and straight forward


      - Stochastic fatigue (spectral wave load analysis)
        - Structural dynamics and better coverage of
          environmental conditions
        - Prior to fatigue analysis partial damage may be set


      - Time domain fatigue (irregular waves, time domain wave
        load analysis) – also known as Rainflow Counting Fatigue
        (RFC)
        - Wave loads to instantaneous free surface (also for
          irregular sea states)
        - Non-linear pile soil effects
SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.      36
Linear static analysis – fatigue
  Include a refined shell model (finite element model) in the global model for the
   purpose of computing stresses, SCF’s for beam fatigue or direct shell fatigue




                                                                                  Load combination ST01
                                                Use the GeniE SnackPack to auto
                                                   convert from beam to shell

SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.                               37
To summarize:



SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.   38
Our value proposition and uniqueness
  Closing the design loop by modern concept modelling and work process tools
      -   Quick modelling
      -   Local model in global model
      -   Scripting/parametric models
      -   Changes during design
      -   One model – many analyses
      -   Interaction with hydro
      -   Advanced hydrodynamics
      -   Beam/plate code checking
      -   Beam/plate fatigue
      -   Non-linear pushover
      -   Reporting




SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.   39
Our value proposition
  Usability
      -   A modern design oriented tool that is easy to use and that is appealing to all engineers
      -   Short way from modelling to results
      -   Easy to do re-design
      -   Easy to understand and master own and imported models

  Completeness and sustainability
      - One common tool for all design analysis tasks covering all conditions from construction
        through installation, in-place (including re-analysis), re-qualification to removal
      - Life time approach to data compatibility
      - A high degree of new developments and maintenance – our income is re-invested in Sesam

  Flexible licensing model
      - Our customers decide how many concurrent users and how much functionality
      - Perpetual usage or lease options

  Services
      - Experienced support staff, 24/5 year around, support locally talking your language
      - Training at your place or our place
SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.         40
Sesam gives you


                                Improved        • Interactive graphics – easy to understand
                                                • Consistent model through all analysis
                                 quality        • Reports




                                 Higher         • One system to learn
                                                • One model for all
                                efficiency      • Control and share data model with others




                                    More        • Covering all life cycle conditions
                                                • Share resources – concurrent engineering
                                  flexibility   • Design iterations – change capacity



SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.          41
Safeguarding life, property
       and the environment

       www.dnv.com




SesamTM
13 December 2011
© Det Norske Veritas AS. All rights reserved.   42

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Migrating from Other CAE Systems to Sesam

  • 1. 1 SesamTM 40 years of success Migrating models from other systems to Sesam Pål Dahlberg, Sesam Principal Sales Executive 17 April, 2012
  • 2. Why Sesam One common tool for all design stages from construction through installation, in-place (including re-analysis), re-qualification to removal SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 2
  • 3. Benefits from using Sesam for jackets New builds covering Manage existing Collapse analysis Modification work entire life cycle re-analysis models Requalification - all phases MTO, deflection check, Understand models over time, Extreme conditions, Design of new parts code check, fatigue produce and view results accidents, fire, explosion Re-design of existing Same model for all stages – can be shared with other units like the floating department SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 4
  • 4. Imported models open a door of Sesam opportunities - New build design - Re-analysis systems - Re-qualification - Modifications SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 5
  • 5. Our tools – your solutions – your decisions Transportation, launching Transportation, lifting Deflections, Stresses, Deflections, Stresses, Code-check, Fatigue Code-check, Fatigue Non-linear analysis, Linear analysis (wave, pile/soil) collapse, accidents, Deflections, Stresses, re-qualifications Code-check, Fatigue, Earthquake SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 6
  • 6. Import of jackets, jack-ups & topsides - Beams and plates - Loads and load combinations - Wave load data - Soil data SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 7
  • 7. Our tools – your solutions – your decisions xml xml Transportation, launching Transportation, lifting Deflections, Stresses, Deflections, Stresses, Code-check, Fatigue Code-check, Fatigue fem Non-linear analysis, Linear analysis (wave, pile/soil) collapse, accidents, Deflections, Stresses, re-qualifications Code-check, Fatigue, Earthquake SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 8
  • 8. Import from Sacs, StruCad3D and StaadPro  Sacs and StruCad3D Sacs example - Structure, manually defined loads & load combinations - Completed - On-going tasks - Tension/compression (Q2/2012) - Surface loads and temperature loads (Q4/2012) - Import of pile/soil data (Q4/2012)  StaadPro - Structure and manually defined loads - On-going (Q2/2012) StruCad3D example SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 9
  • 9. Easy to verify and appreciate the model in GeniE  Graphical visualisation and easy to query object properties - Structure – model, point masse and sets - Total mass and centre of gravity - Properties – sections, materials & hydro- coefficients - Local co-ordinate systems – beams and plates - Loads – both manually applied and waves - Load combinations – loads and scaling factors - Soil layers - Displacements, stresses, forces, deflections for single load-case(s) or envelope  From reports - All above - Maximum wave shear and overturning moment - Load sums and reaction forces  List of data that are not converted - Easy to find out what needs to be dealt with in a manual manner  Tools  Verify structure SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 10
  • 10. How to import a model from Sacs  The procedure today - Import structure (automatic) - Import wave load data (automatic) - Import load combinations (automatic) - Add soil data - Verify model with previous reports or model data - Run a linear static analysis and verify selected key results (displacements, forces and stresses)  You can do it - Without training or assistance - By reading our tutorial - Learning from a course where the goal is to import 3 structures - We can do it as a consulting service to you  Once the model is verified it can be used for all purposes in Sesam SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 11
  • 11. Demo – Import and verification  Import the structure, the wave loads and load combinations - Tools  Structure verify  Understand the structure - Various check points like e.g. mass, centre of gravity, boundary conditions, colour coding, hydrodynamic properties  Verify the loads - Basic load cases - Load combinations - Wave loads  Make reports  Make pictures SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 25
  • 12. Linear static analysis of reference model - Deflection and stress check - Code checking - Fatigue analysis SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 26
  • 13. Our tools – your solutions – your decisions xml xml Transportation, launching Transportation, lifting Deflections, Stresses, Deflections, Stresses, Code-check, Fatigue Code-check, Fatigue fem Non-linear analysis, Linear analysis (wave, pile/soil) collapse, accidents, Deflections, Stresses, re-qualifications Code-check, Fatigue, Earthquake SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 27
  • 14. Linear static analysis – main purpose  Deflection checking  Code checking member, tubular joints and plates  Fatigue SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 28
  • 15. Linear static analysis – deflections, stresses, forces  Deflection check according to AISC (or your own criteria)  Stresses/Forces (vonMises, SIGxx, SIGyy, TAUxy, Nxx, Mxy…….) SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 29
  • 16. Linear static analysis – plate stresses  VonMises plate stresses in wave load case (4,1) - Direction 135 degrees, wave height 11.7m, wave period 10.6 sec SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 30
  • 17. Automatic definition of default buckling lengths  Global settings apply to all members The leg between two - Can be imported via scripting from Sacs joints has three Bm6224 members. It will be necessary to define  Local settings to individual members buckling lengths for - Can be imported via scripting from Sacs each of these Bm6223 Bm1344 The leg between two joints has one member. The buckling length is the length between the joints – often necessary to modify. The member has all the knowledge about the underlying FE model SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 32
  • 18. Linear static analysis – member code checking  Code checking of members, e.g. tower and flare-boom SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 33
  • 19. Linear static analysis – member code checking  Code checking of members, e.g. helideck SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 34
  • 20. Linear static analysis – member code checking  Code checking of members, e.g. jacket - Buckling lengths not adjusted – hence results may not be real SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 35
  • 21. Linear static analysis – fatigue  Sesam supports 3 options - Deterministic fatigue (regular waves, time domain wave load analysis) - More accurate wave loads (any theory and proper drag) - Simple and straight forward - Stochastic fatigue (spectral wave load analysis) - Structural dynamics and better coverage of environmental conditions - Prior to fatigue analysis partial damage may be set - Time domain fatigue (irregular waves, time domain wave load analysis) – also known as Rainflow Counting Fatigue (RFC) - Wave loads to instantaneous free surface (also for irregular sea states) - Non-linear pile soil effects SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 36
  • 22. Linear static analysis – fatigue  Include a refined shell model (finite element model) in the global model for the purpose of computing stresses, SCF’s for beam fatigue or direct shell fatigue Load combination ST01 Use the GeniE SnackPack to auto convert from beam to shell SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 37
  • 23. To summarize: SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 38
  • 24. Our value proposition and uniqueness  Closing the design loop by modern concept modelling and work process tools - Quick modelling - Local model in global model - Scripting/parametric models - Changes during design - One model – many analyses - Interaction with hydro - Advanced hydrodynamics - Beam/plate code checking - Beam/plate fatigue - Non-linear pushover - Reporting SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 39
  • 25. Our value proposition  Usability - A modern design oriented tool that is easy to use and that is appealing to all engineers - Short way from modelling to results - Easy to do re-design - Easy to understand and master own and imported models  Completeness and sustainability - One common tool for all design analysis tasks covering all conditions from construction through installation, in-place (including re-analysis), re-qualification to removal - Life time approach to data compatibility - A high degree of new developments and maintenance – our income is re-invested in Sesam  Flexible licensing model - Our customers decide how many concurrent users and how much functionality - Perpetual usage or lease options  Services - Experienced support staff, 24/5 year around, support locally talking your language - Training at your place or our place SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 40
  • 26. Sesam gives you Improved • Interactive graphics – easy to understand • Consistent model through all analysis quality • Reports Higher • One system to learn • One model for all efficiency • Control and share data model with others More • Covering all life cycle conditions • Share resources – concurrent engineering flexibility • Design iterations – change capacity SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 41
  • 27. Safeguarding life, property and the environment www.dnv.com SesamTM 13 December 2011 © Det Norske Veritas AS. All rights reserved. 42