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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
- 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