Sesam - A Complete System for Strength Assessments of Fixed Structures
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Transcript of Sesam - A Complete System for Strength Assessments of Fixed Structures
Pål Dahlberg, Principal Sales Executive, DNV Software
April 2012
SesamTM 40 years of success
A complete system for strength assessments of fixed structures
© Det Norske Veritas AS. All rights reserved.
1 May 2011
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Efficient engineering of fixed structures
Save man-hours and increase quality by using the latest available capabilities in concept technologies for
- Structure modelling
- Loads & Environment modelling
- Forces, stresses, deflections
- Local models in global model
- Beam code checking
- Design iterations including redesign of members
- Fatigue
- Launching and upending
Fixed structures
- Jackets, Jack-Ups, Bridges, Flare-booms….
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Common challenges in design
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The importance of the Sesam design loop
40-60% of engineering time
often spent in evaluation
How fast can you do it over again?
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Closing the design loop – our strength
Efficient data transfer from initial modelling through
analysis, results processing and code checking
- “How long time does it take from modelling to first result?”
Efficient member code check iterations
- “What is the effect of modifying a section or code check
parameters without re-running complete analysis?”
Efficient update of model based on code check iterations
- “How long time does it take to re-generate a code
check-report based on a full re-run of model and analysis”
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How can Sesam help you – Making a model in GeniE Structure
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From modelling to stochastic fatigue
- Linear structural analysis of unlimited size
- Hydrodynamic and pile/soil analysis
- Code check of beams and joints
- Fatigue and earthquake analysis
- Gust wind fatigue included
- Non-linear analysis (push-over)
- Launching & upending analysis
Overall capabilities for fixed structures
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The Sesam Jacket Package
Packaged to meet your needs
- Topside, equipments, flare booms, bridges...
- Supporting structure (hydrodynamic and structural)
- Pile/Soil (non-linear)
Based on Morison equation
- Wave, current, wind
- Deterministic or stochastic
Code checking, fatigue, result presentation,
re-design, design reporting, push-over (non-linear),
launching
GeniE is the main tool – supported by
- Sestra, Wajac, Splice, Framework, Usfos, Installjac
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Packages:
DeepC Coupled global
response
of moored deep water
floating systems
GeniE Design of beam and
plate offshore
structures
HydroD Hydrodynamic
analysis
of ship and floating
offshore structures
The SESAM suite of programs
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Application domains of GeniE
Jackets
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Application domains of GeniE
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The benefit of concept technology
Dynamic adjustment of can, stub, cone and gap when
modifying chord or brace properties
seen from above
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GeniE uniqueness – structure modelling
Parametric modelling – define variables in script files
4.27E07 3.58E07
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Demo-time Make a local shell joint in a jacket model
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Demo case – The base model
Structure (jacket beams only), piles, soil, environment
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Demo case – The base model
Some typical results viewed in the plug-in component
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Demo case – The base model
The selected joint will be converted to a shell model
- Beam model: Max deformation is 0.825 mm
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Demo case – The base model
Max axial stresses
469 kpa at 1 m
480 kpa at 0 m
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Demo case – Convert beams in joint to shells
Mesh density of shell 0.125 meter
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Demo case – Convert beams in joint to shells
Deformations correspond to pure beam model
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Demo case – Convert beams in joint to shells
The stresses differ from pure beam model – as expected
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Demo case – Convert beams in joint to shells
Some typical results viewed in the plug-in component
GLview Plugin not installed. Press here to install plugin GLview Plugin not installed. Press here to install plugin
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Demo case – speed!
Question becomes – how long time does it take
to convert the beam joint to a shell model and
re-run analysis?
- 1 day
- 1 hour
- 30 min?
- 15 min?
- 10 min?
You can start your stop watches now
- …..and not using a predefined special purpose build
script for this case….
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How can Sesam help you – Making a model in GeniE Loads
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The benefit of concept technology
Load or mass definitions
from equipments
- Automatic
- Always in balance
- Load patterns – footprints
- Load patterns – primary or
secondary beams
Traditional load or mass
definitions
- Point loads
- Line loads
- Pressure loads
- Point mass
- Temperature loads
- Prescribed displacements
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GeniE uniqueness – load application
Easy to apply loads to complex shapes
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Hydrodynamic analysis slender structures
Hydrodynamic analysis of stationary vessels
- Morison equation on beam model
- Several wave theories (Airy, Stoke 5th, Dean stream
function, Cnoidal and Newwave) including the current
- Wind included in deterministic analysis or separately
Results
- Deterministic load calculation in time domain
- Calculation of force transfer in the frequency domain
- Time domain simulation of loads for a given short
term sea-state
- Global responses including rigid body motions and
sectional forces/moments
- Pressure and accelerations
- The loads are automatically used by subsequent
structural analysis
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Pile/soil analysis
Non-linear analysis
Soil modelling
- Scour
- Soil types sand and clay
- P-Y, T-Z and Q-Z curves
- Standards and user defined
- Soil curves
- Soil data
- Soil sub-layers
Pile
- Modelling
- Characteristics
- Seabed scour
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How can Sesam help you – Making a model in GeniE Analysis
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Structural analysis & design
Linear static and dynamic analysis
- Unlimited in size using standard hardware for large problems
Stress and deflection assessments
- Efficiently combine results, scan results and present
results for large models with many loadcases
Code checking yields utilisation factors
- Beams according to API/WSD & AISC, API/LRFD & AISC,
Norsok & Eurocode, ISO and DS
- Stiffened and un-stiffened plates according to API,
DNV RP C201.1, NPD and PULS (DNV RP C201.2)
Fatigue life
- Deterministic (real waves) and stochastic approach (unit
waves with load transfer functions) for beams
- Stochastic approach for plates
- Gust wind fatigue for beams
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Local analysis
Characteristic t x t
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How can Sesam help you – Result assessment Beam deflections and stresses
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Beam stresses
2D graphs, scanning and envelopes
- Print to report
Single load case
Envelope (max/min)
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Beam deflections
2D graphs, scanning and envelopes
- Print to report
Envelope (max/min)
Single load case
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How can Sesam help you – Result assessment Code checking of beams and joints
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Code checking jackets/jack-ups/topsides
Approach
- Make capacity manager(s)
- Define members and/or joints
- Specify code of practice, loadcases and
code check settings
- Compute code checking forces
- Run code check
- Reporting – graphically or text based
- Re-design of members
- Re-run all to update mass and stiffness
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Supporting beam and tubular joint
code check standards
- API WSD 2002 (incl. AISC 2005)
- API WSD 2005 (incl. AISC 2005)
- API LRFD 2003 (incl. AISC 2005)
- NORSOK 2004 (incl. Eurocode 2005)
- ISO 19902 2007 (incl. Eurocode 2005)
- DS 412 / 449
Code checking jackets/jack-ups/topsides
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Create & modify joint capacity members
Used in punching shear
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Code checking jackets/jack-ups/topsides
Demo case
- Topside member code checking
- Jacket tubular punching shear check
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How can Sesam help you – Result assessment Fatigue
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Principles for fatigue - basics
Miner’s rule of cumulative damage gives a usage factor (interaction ratio)
Fatigue life = target fatigue life / usage factor
Framework fatigue analyses
- Deterministic according to American Welding Society (AWS)
- Many waves stepped through structure
- Static (or dynamic) linear analysis
- Stochastic (or spectral) according to Vugts & Kinra
- Frequency domain wave load analysis
- Quasi-static or dynamic frequency domain analysis
- Rainflow counting (new in Sesam 2011 )
- Regular or irregular wave load time series
Which method to use?
- Your decision
fatigue
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Principles for fatigue – SCF’s
3 SCFs for each hotspot
- Axial stress – SCFax
- In-plane bending stress – SCFby
- Out-of-plane bending stress - SCFbz
Type of SCFs
- DEFINE FATIGUE-CONSTANTS … - Global SCFs where no other SCFs assigned
- Minimum SCFs when parametric formulae used
- ASSIGN SCF JOINT … - LOCAL / GLOBAL
- PARAMETRIC: Efthymiou, Kuang, Wordsworth, Lloyds, Smedley
& Fisher
- ASSIGN SCF MEMBER … - LOCAL / GLOBAL
- Parametric: BUTT-WELD / CONE-TRANSITION
in-plane
bending
out-of-plane
bending
axial force
x z
local beam
coordinate system
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Deterministic fatigue
Wajac
- Several wave directions
- Several waves (any theory) for
each direction
- Each wave stepped through
structure (non-linear drag)
Sestra
- Structural analysis
- Loads = directions waves steps
- No other loads (*)
Framework
- Maximum stress difference for each
wave gives stress range
- Environmental data:
long term wave height distribution
determines number of cycles
stress
stress range:
S = max. diff.
wave directions
waves: theory + height + length
steps
H
Hi
log N ni
(*) Utility tool – DetSfile - converts “regular loads” to “wave loads”
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Stochastic fatigue
Framework
- Each wave direction given probability
- Wave statistics defined and assigned to directions:
- Create scatter diagram - long term distribution of wave
heights vs. zero up-crossing
- Assign wave spectrum to scatter diagram
- Create wave spreading function and assign to scatter
diagram
Wajac
- Several wave directions
- Several frequencies (linear harmonic waves) for each direction
- Linearization of drag
Sestra
- Quasi-static or dynamic analysis
- Loads = directions wave frequencies
- Complex loads and complex results
wave directions
waves: harmonic, unit height
1
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Stochastic fatigue
Unit waves, different frequencies / directions
Demands linearity wave height / wave force
- Linear harmonic Airy wave
- Linearization of drag (FD = ρ (D/2) Cd vn |vn|)
- Linearization of variable submergence: max!
- Choose between two linearization methods:
- Equivalent linearization
- Linearization with respect to wave height
- No contribution from current to loads
Distributed loads (load transfer functions) transferred to
structural analysis for all waves
Frequency domain complex loads
Prepares for quasi-static or dynamic structural analysis
(Sestra) and stochastic fatigue analysis (Framework)
1
1
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Deterministic & Stochastic Fatigue
Some pro’s and con’s
Deterministic
- More accurate wave loads (any theory and proper drag), but many load cases
- Together with piles and soil
- Simple and straight forward
- Often used to establish the general acceptability of fatigue resistance or screening to identify
most critical details to be considered in stochastic approach
Stochastic
- Structural dynamics and better coverage of environmental conditions
- Prior to fatigue analysis partial damage may be set
- More preparation of input needed – need to run eigenvalue analysis to determine quasi-static
approach or not
- Natural periods higher than 3 sec. -> use dynamic
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How can Sesam help you – What is unique about us?
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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
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“Keppel chose Sesam software for its user-friendliness
and technical reliability as well as cost-effectiveness.”
Paul Liang, Section Manager, Engineering Division Keppel O&M.
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Safeguarding life, property
and the environment
www.dnv.com