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Similaire à New Features in GeniE, DeepC and HydroD (20)
Plus de João Henrique Volpini Mattos (20)
New Features in GeniE, DeepC and HydroD
- 1. 1
SesamTM
40 years of success
New features in GeniE, DeepC and HydroD
June 2011
Ole Jan Nekstad, Sesam Product Manager, DNV Software
20 August 2011
- 2. Supporting Win XP, Win 7
and Win Vista
Main new features 32bit as well as 64bit
GeniE v5.3 DeepC v4.5
1. Beam deflection reporting 1. Regular wave condition
2. Flexible code checking of beams 2. Direction dependent scatter diagram
3. Import of old Sesam frame models 3. Parallel execution
4. Import of old Sesam soil models 4. Cross-section and fatigue analysis of
umbilicals
5. Import of results from super element
analysis HydroD v4.5
6. Wave load analysis including local shell 1. Multibody additional damping
models
2. Compartment load retrieval independent of
7. Easier modelling of planar surfaces sub-model
8. More advanced use of cut plane 3. User defined pressure reduction region
9. More features for making geometry 4. User defined reference point for calculation
of results
10. Faster updating of finite element models
5. Automatic proposal for the number of
11. Become more efficient by using scripting panels needed for an optimum analysis
SesamTM
20 August 2011
© Det Norske Veritas AS. All rights reserved. 2
- 3. DeepC, GeniE and HydroD part of Sesam 2011 Aug DVD
SesamTM
20 August 2011
© Det Norske Veritas AS. All rights reserved. 3
- 4. GeniE v5.3 - Benefits
A major focus of this release has been to ease the work to do beam
deflection reporting and to model complex surfaces.
Another main reason for the release has also been to allow for
import of old frame models and results to do result presentation and
code checking in GeniE - a typical example of such is the import of
data from existing SRS (structural reanalysis systems).
Finally, we have made the code checking more flexible. To better
support design requirements, users will now have the possibility of
not strictly following the interpretations as given by the various
statutory regulations, which can be over conservative.
SesamTM
20 August 2011
© Det Norske Veritas AS. All rights reserved. 4
- 5. 1. GeniE – beam deflection reporting
Easier to document compliance with
statutory requirements
- Beams with one finite element
- Cubic interpolation and local loads
- Scanning many load cases
- Check against AISC levels 180, 240 and 320
SesamTM
20 August 2011
© Det Norske Veritas AS. All rights reserved. 5
- 6. 2. GeniE – more flexible code checking of beams
User controlled options added to over-rule
defaults in code checking standards
- Standards some times to conservative
- User controlled options may lead to non-conservative
results
Run larger number of load cases for code check
(AISC, EC, ISO)
- Does not store all loads and code checking results
- This is the default setting for a code check run
Code check updates Use of default max
- AISC: Exclude torsion effects when computing bending moment
vonMises stresses (Chapter G)
- Eurocode: Include plastic moment of inertia in
formulae 6.2
- API (WSD/LRFD), AISC (ASD/LRFD), ISO, Norsok:
Use of local bending
user to decide max bending option (default) or local
moment
bending moment
Label code check buckling lengths
SesamTM
20 August 2011
© Det Norske Veritas AS. All rights reserved. 6
- 7. 3. GeniE – import old Sesam frame models
Import old frame & planar plate models and retain finite element numbering system
- You may modify material & section properties, beam eccentricities as well as plate
thicknesses Preframe model
- Wajac load files automatically imported
- File Import FEM file
Model imported in GeniE
SesamTM
20 August 2011
© Det Norske Veritas AS. All rights reserved. 7
- 8. 4. GeniE – import old Sesam soil models
Import old soil models and convert them to environment definitions
- Should be done prior to any modelling as a default environment with water depth 10 m is
created
- File Import GENSOD file
Model imported in GeniE
Manual input format
SesamTM
20 August 2011
© Det Norske Veritas AS. All rights reserved. 8
- 9. 5. GeniE – import of results from super element analysis
Use results generated outside GeniE for post-processing and code checking
- Super element analysis, merge operations in Prepost
- Old analysis together with import FEM and retain numbering system (e.g. SRS models)
- Add yield data to material properties
- File Import External Results SIN file
1. Import FEM 2. Import SIN Wave loads part of FEM import
SesamTM
20 August 2011
© Det Norske Veritas AS. All rights reserved. 9
- 10. 6. GeniE – wave load analysis including local shell models
Run large wave load analysis with multiple local shell models
- Limitation of beam elements increased from 20.000 to 60.000 beams, hence possible to run
large analysis models without the use of super element technique
- Number of time steps in wave load analysis increased from 8.192 to 262.144 time steps – it
is now possible to run with much smaller time steps to capture peaks
- Boundaries for local shell model (loads and stiffness) automatically generated and updated
- Load-cases for minimum shear and overturning moment in addition to maximum
SesamTM
20 August 2011
© Det Norske Veritas AS. All rights reserved. 10
- 11. 7. GeniE – easier modelling of planar surfaces
Flat region modelling enables modelling of closed surfaces by single user
operations
- No longer needed to split continuous lines to create plates
- Saving up to 4-5 user operations per plate
- Insert Plate Flat Region
Flat region tool sets up a The boundaries Each plate can be
temporary cut-plane automatically created by clicking a
defined by user shown closed area
SesamTM
20 August 2011
© Det Norske Veritas AS. All rights reserved. 11
- 12. 8. GeniE – more advanced use of cut plane
The Point/Vector and 3-Points cut plane makes dividing structural parts much easier
- Previously limited to global axis planes
The temporarily cut plane is
perpendicular to axis
Point1 -> Point8
SesamTM
20 August 2011
© Det Norske Veritas AS. All rights reserved. 12
- 13. 9. GeniE – more features for making geometry
Scaling and offsetting of curves and surfaces makes it easier to make regular as
well as complex geometrical shapes
- Scaling around a point is often used to create similar shapes for the purpose of making
structure and controlling finite element mesh, Edit Copy
- Offsetting will create similar shape (line or surface) in a given distance
SesamTM
20 August 2011
© Det Norske Veritas AS. All rights reserved. 13
- 14. 10. GeniE – faster update of finite element mesh
When properties are modified, but the topology is unchanged the creation of a finite
element mesh can be much faster. For large models, significant performance
improvements are achieved when updating analysis models
- Always Regenerate Mesh: Regenerates all, takes the longest time, same as before, default
option
- Conditional Regenerate Mesh: GeniE detects what to do, regenerate all or just update
properties (materials, sections, thicknesses) or load intensities
- Never Regenerate Mesh: Updating properties and load intensities
- Edit Rules Meshing
Option:
Never Regenerate Mesh
SesamTM
20 August 2011
© Det Norske Veritas AS. All rights reserved. 14
- 15. 11. GeniE – become more efficient by using scripting
The GeniE SnackPack gives you access to a number of script utilities that you can
use to improve your performance
- Access from DNV Software web site under downloads (https://projects.dnv.com/sesam/Genie_utils/index.html)
- Learn from pre-defined scripts and make your own
Example:
How to convert a beam
model to a shell model?
SesamTM
20 August 2011
© Det Norske Veritas AS. All rights reserved. 15
- 16. GeniE v6.0 – Benefits
Full support of 64 bit technology will give our users access to
“unlimited amount” of memory. This will in particular help out
when modelling very large models, but also during code checking
of models with a significant number of load cases.
Furthermore, it can import additional Sacs data and the code
checking has been made even more flexible for the ISO standard.
Scheduled for release September 2011. It is not part of the Sesam
2011 August DVD, but can be downloaded from our Customer
Portal
SesamTM
20 August 2011
© Det Norske Veritas AS. All rights reserved. 16
- 17. Main new features version 6.0-**
True 32 and 64 bit applications – “unlimited access to data memory”
Enhanced import of Sacs data – load combinations, improved handling of beam line
and point loads, and support for additional profile libraries
Beam code check updates
- ISO standard: Check of critical joints where factor Ub can be computed by GeniE based on
member code check. Users can also specify minimum allowed value of Ub
- ISO standard: Added an alternative formula for X-joints in tension (OMAE2008-57650(8))
- Perform code check of very large models by saving results on a new format (file and not
database) – significantly reduced risk of running out of virtual memory
Reporting: Save report to CSV format in addition to txt, html, Word(xml), Excel(xml)
Much faster display of plates and beams, both structure and mesh view, possibly up
to an order of magnitude for large models
Change properties for existing support points and point masses without the need to
always regenerate the finite element mesh
Combine imported result cases for use in result presentations and code checking
SesamTM
20 August 2011
© Det Norske Veritas AS. All rights reserved. 17
- 18. DeepC v4.5 – Benefits
A major update of this release is the possibility to use regular
waves in addition to irregular waves for fatigue analyses.
Compared with irregular wave fatigue used for detailed fatigue
analysis, the new regular wave fatigue functionality let the user get
the fatigue results much quicker in the initial design process. Other
important benefits are the handling of direction dependent scatter
diagrams and parallel execution to run an arbitrary number of
analyses at the same time.
DeepC also supports cross-section drawings, cross-section analysis
(capacity curves) and fatigue analysis of helix elements in
umbilicals and flexible risers. DeepC has thus become a complete
solution for all slender structures like risers, mooring lines and
umbilicals.
SesamTM
20 August 2011
© Det Norske Veritas AS. All rights reserved. 18
- 19. 1. DeepC – include regular wave condition
Main benefit: Regular in addition to irregular wave conditions
A typical regular wave fatigue analysis approach is similar to irregular wave fatigue
analysis, which normally includes:
- Creating multiple regular waves and multiple regular time conditions based on a height/time
scatter diagram
- Specifying a number of periods (typically 10) based on a predefined analysis template
- Running all the analyses and making a fatigue analysis. During the analysis, an explicit time
interval may also be given
Regular wave conditions can also be used in a coupled analysis.
Regular wave shown
SesamTM
20 August 2011
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- 20. 2. DeepC – direction dependent scatter diagrams
Main benefit: The definition of multiple scatter diagrams
This functionality will make it much easier to handle
direction dependent scatter diagrams.
- Users just need to specify the probabilities of each
scatter discretization as shown in the figure to the right.
- The new functionality applies both to regular and
irregular wave scatter diagrams.
SesamTM
20 August 2011
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- 21. 3. DeepC – parallel execution
Possible to run an arbitrary number of analyses in parallel.
- This will lead to reduction in analysis elapsed time
SesamTM
20 August 2011
© Det Norske Veritas AS. All rights reserved. 21
- 22. 4. DeepC – cross-section and fatigue analysis of umbilicals
Sesam extends its portfolio by providing tools for cross-section analysis and efficient
fatigue analysis of helix elements in umbilicals and flexible risers
- UmbiliCAD makes an engineer’s produce cross-section drawings and linear cross
section analysis within hours increasing the precision level in the bidding process as well
as in the detailed engineering phase.
- Helica performs the non-linear cross section analysis and fatigue analysis faster than
other systems without the need for a detailed finite element model. The input for short
term fatigue comes from a DeepC time domain analysis (environmental data) while the
cross section details comes from UmbiliCAD.
Capacity Curve
1200
100% Utilisation
1100 80% Utilisation
1000
900
800
Tension [kN]
700
600
500
400
300
200
100
0.0
0.0 0.04 0.08 0.12 0.16 0.2 0.24 0.28
Curvature [1/m]
SesamTM
20 August 2011
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- 23. HydroD v4.5 – Benefits
When sub-modelling techniques are used we have now made the
sub-model independent of the compartment – this means that it is
now possible to retrieve loads from the compartments even though
only parts of the compartment is part of a sub-model. Hydro-
dynamic results like RAO’s can be calculated based on user
defined reference points in addition to the still water line.
Flexibility in user specification of simulating pressure loading in a
zone around the mean free surface has also been introduced. And
for those who do hydrodynamic analysis of multi bodies it is now
possible to define an additional coupled damping matrix for the
bodies. Finally, much larger time domain analysis can be carried
out since the computational engine supports 64bit application
technology.
SesamTM
20 August 2011
© Det Norske Veritas AS. All rights reserved. 23
- 24. 1. HydroD – multi-body additional damping
For multi-body analysis in frequency domain it is possible to run up to 15 different
bodies. We have made such analysis even more powerful by allowing the user to
specify an additional coupled damping matrix for the bodies.
Additional damping matrix.
This layout shows a 12x12 matrix for 2
bodies
SesamTM
20 August 2011
© Det Norske Veritas AS. All rights reserved. 24
- 25. 2. HydroD – improved compartment load retrieval
Compartment load retrieval independent of sub-model
- The definition of acceleration and zero pressure reference points allows that a submodel
may be independent of a compartment
- In other words, a sub-model may contain partial compartments also for load transfer
- Flexibility in modelling compartment model and sub-models
Compartments
global model
Sub-model at
node Load retrieval from
compartments to sub-
model
SesamTM
20 August 2011
© Det Norske Veritas AS. All rights reserved. 25
- 26. 3. HydroD – user defined pressure reduction region
Apply a user defined pressure reduction region on a selected part of the vessel
- The the method is only recommended on the part of the vessel which is wall-sided and
should thus be controlled by the user
- Benefit: User defined in addition to supporting the DNV rules
- This option is available for both frequency and time domain analysis
User defined wall-sided part
SesamTM
20 August 2011
© Det Norske Veritas AS. All rights reserved. 26
- 27. 4. HydroD – user defined reference point
Surge
User defined reference point for calculation
of results 1.4
- More flexibility as the reference point can be 1.2
used for calculation of hydrodynamic results 1
Amplitude
like e.g. motions, forces and RAO’s 0.8
0.6
- Applicable for results from both frequency and
0.4
time domain analysis
0.2
0
4
6
8
10
12
14
16
18
20
22
24
26
28
30
32
Period
Sway
1.4
1.2
1
Amplitude
0.8
0.6
Two different reference points 0.4
0.2
0
4
6
8
10
12
14
16
18
20
22
24
26
28
30
32
Period
SesamTM
20 August 2011
© Det Norske Veritas AS. All rights reserved. 27
- 28. 5. HydroD – optimum panel definitions
Automatic proposal for the number of panels needed for an optimum analysis
- When creating a panel model from a section model
- Based on the model dimensions and mesh criteria
Different panels proposed for different model dimensions
SesamTM
20 August 2011
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- 29. Continuing 40 years of success
SesamTM
20 August 2011
© Det Norske Veritas AS. All rights reserved. 29
- 30. Safeguarding life, property
and the environment
www.dnv.com
SesamTM
20 August 2011
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