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© 2010 ANSYS, Inc. All rights reserved. 1 ANSYS, Inc. Proprietary© 2010 ANSYS, Inc. All rights reserved. 1 ANSYS, Inc. Proprietary
Steve Varnam
ANSYS UK
Seminar
June 14 2011
Engineering Simulation
Software for the Offshore,
Marine and Wave/Tidal
Renewable Energy Industries
Structural Mechanics
© 2010 ANSYS, Inc. All rights reserved. 2 ANSYS, Inc. Proprietary
Agenda
• ANSYS Heritage in Offshore Structural Analysis
– ANSYS ASAS – system level analysis
– ANSYS Mechanical – component level analysis
• Current ANSYS Offshore Structural Analysis
– ANSYS Workbench – System & Component
• Design Modeler
• ANSYS Structural
• Splinter/Fatjack/Beamst
• Links for coupled simulations
© 2010 ANSYS, Inc. All rights reserved. 3 ANSYS, Inc. Proprietary
ANSYS Offshore Solutions
- proven for Oil & Gas applications
• ANSYS® ASASTM
– Offshore Structural FE Analysis
– Coupled wave/current/wind-structure interaction with
nonlinear structural response
– Fatigue assessment with irregular waves and using
deterministic and spectral methods
• ANSYS® AQWATM
– Fully Integrated Multi-body Hydrodynamic and Motion Analysis
– Mooring, stability, vessel motions in regular and irregular waves
• within time and frequency domain
• with coupled cable dynamics
• with forward speed
• Since 1971, AQWA & ASAS have been developed for analyzing a large
variety of oil & gas offshore structures
– WS Atkins Century Dynamics ANSYS
cargo lowered onto vesselshielding
© 2010 ANSYS, Inc. All rights reserved. 4 ANSYS, Inc. Proprietary
AQWA & ASAS Overview
- Main Application Areas
• Offshore Structures– Fixed
• Steel Jackets
• Concrete
– Compliant
• Jack-ups
– Floating• FPSOs
• SPARS
• Semi-Submersibles
• Tension Leg Platforms
– Risers
– Offshore Wind Turbines
• Harbours
• Ships– Design
– Offloading
Images courtesy of Arup, Moss Maritime AS, Technip Offshore Finland and REpower Systems AG
© 2010 ANSYS, Inc. All rights reserved. 5 ANSYS, Inc. Proprietary
ANSYS ASAS
• For more than 30 years, (ANSYS) ASAS has been successfully used
for analyzing a large variety of offshore structures subjected to
wave, current and wind loading
– More than half of all North Sea jacket structures have been designed with the
aid of ASAS
• CAE requirements for Offshore Jacket structures:
– Variety of foundations ranging from concrete gravity-based to steel jackets
– Combined wave, current and wind loading – incl. spectral fatigue
– Variety of local joint flexibility for tubular joints
– Seismic loading
– Soil-pile-structure and soil-pile interaction
– Range from shallow to deep water conditions
– Member and Joint Code Checking (e.g., API RP2a-WSD 21st Ed.)
© 2010 ANSYS, Inc. All rights reserved. 6 ANSYS, Inc. Proprietary
ANSYS/ASAS
- Typical Applications
• Some example applications
Courtesy of REpower Systems AG
Courtesy of Fraunhofer CWMT
Offshore Wind Turbines
Jacket Structures
Transportation of Spar Truss on Heavy Lift VesselCourtesy of Technip Offshore Finland
Tidal Turbine Structure
© 2010 ANSYS, Inc. All rights reserved. 7 ANSYS, Inc. Proprietary
ANSYS Mechanical FEA Suite
• Founded in 1970, ANSYS have been
developing generic Mechanical FEA software
for 40 years
• Originally developed for the nuclear industry,
quality was paramount in its design, now
in accordance with ISO quality controls
• ANSYS FEA has the broadest range of
capabilities in the market-place, with
technologies for:
– Linear & Nonlinear (geometric/material)
analyses
– Static, frequency-domain & time-domain
– 0-D to 3-D elements
– Isotropic, anistropic, layered materials
– ....
© 2010 ANSYS, Inc. All rights reserved. 8 ANSYS, Inc. Proprietary
ANSYS Mechanical Applications
• Offshore Structures
• Pipelines and Risers
• Tubulars, connectors
• BOPs
• Pressure vessels
• Seals
• Hulls
• Etc….
Courtesy of Delta Marine Engineering CompanyCourtesy of ACA Engineering Consultants
© 2010 ANSYS, Inc. All rights reserved. 9 ANSYS, Inc. Proprietary
Umbillical Analysis
• Geometry built in DesignModeler:
– Core tubing
– 6 helical tubes wrapped around core
– External insulation
• Loads:
– Bent to 36’ radius
– Hydrostatic loads
– End tension
– Gravity
© 2010 ANSYS, Inc. All rights reserved. 10 ANSYS, Inc. Proprietary
Threaded Connector
• 2D Axisymmetric
model created from
parasolid model
– 9.3e-3” interference
• Loads:
– 10 ksi internal
pressure
– 10,000 lb axial load
© 2010 ANSYS, Inc. All rights reserved. 11 ANSYS, Inc. Proprietary
Barge Analysis
• Partial deck model
• Maximum load-spreading reaction applied to patches
• Deflections are less than 0.192” in (5 mm) at any point
© 2010 ANSYS, Inc. All rights reserved. 12 ANSYS, Inc. Proprietary
ANSYS Workbench
• The vehicle for integration of ANSYS Offshore
capabilities is the ANSYS framework called
Workbench
• Workbench acts as a common environment
for all of our mainstream products –
structures, fluids, thermal, electronics ....
• It enables us to interface software modules
directly without going through intermediate
files and manual processes
• For Structural Mechanics users it means
Global & Local analyses in the same system
© 2010 ANSYS, Inc. All rights reserved. 13 ANSYS, Inc. Proprietary
ANSYS Workbench
© 2010 ANSYS, Inc. All rights reserved. 14 ANSYS, Inc. Proprietary
Analysis Methods & Solvers
Technology Components
Geometry & Mesh
Materials
Boundaries & Loads
Solution
Post-Processing
© 2010 ANSYS, Inc. All rights reserved. 15 ANSYS, Inc. Proprietary
ANSYS Structural Mechanics
• Geometry
– Direct CAD Links
• Connect to real CAD models
and create true parametric
analysis
– Create analysis geometry
• Geometry clean-up
• Simplification
• Create Shell & Beam
geometry
– Work with imported files
© 2010 ANSYS, Inc. All rights reserved. 16 ANSYS, Inc. Proprietary
Analysis Methods & Solvers
Elements Technology
© 2010 ANSYS, Inc. All rights reserved. 17 ANSYS, Inc. Proprietary
Analysis Methods & Solvers
Materials Modeling
© 2010 ANSYS, Inc. All rights reserved. 18 ANSYS, Inc. Proprietary
Analysis Methods & Solvers
Composite Materials Modeling
• A full selection of layered element types
• Composite-specific layup builder on a ply-by-ply basis
• Composite-specific post-processing
• Output of manufacturing information
– Flat-patterns
– Ply-Book
Solid-ShellLayered Solid Layered ShellBeam/Pipe/Elbow Discrete/Smeared
Reinforcement
© 2010 ANSYS, Inc. All rights reserved. 19 ANSYS, Inc. Proprietary
Analysis Methods & Solvers
Boundary Conditions, Loadings & Contact
•Full set of Boundary Conditions & Load Types
•Displacements, Forces, Moments, Pressures, Temperatures
•Now with full suite of wave-loading types
•Soil-Pile interaction via SPLINTER
•Automated Contact:
•Node-Node; Node-Surface; Surface-Surface; Line-Line; Line-Surface
•Small and Large Sliding
•Lower and Higher order elements
•Friction Sliding (Small/Large Deformation)
•Shell/Beam Thickness Effects
•Automatic Assembly Contact
© 2010 ANSYS, Inc. All rights reserved. 20 ANSYS, Inc. Proprietary
ANSYS Structural Mechanics
Solvers
• Implicit / Explicit solvers
• ANSYS solver technology
evolving to keep pace
with hardware
developments
• Multi-core
• 32 & 64 bit
• Clusters
• GPU
© 2010 ANSYS, Inc. All rights reserved. 21 ANSYS, Inc. Proprietary
ANSYS Structural Mechanics
• Postprocessing
• Stress, Strain,
Deformation, Creep,
Contact, Reactions.....
• Images
• Tabular data Excel
• Movie files
• Automated report
generation
© 2010 ANSYS, Inc. All rights reserved. 22 ANSYS, Inc. Proprietary
Design Assessment
- Introduction
• What is Design Assessment?
– Enables the customer to define additional data that is associated with
their model and then perform custom post processing.
• Custom definition of input data, result definitions & solve + post scripts
– Without any customisation, it enables the combination of existing
solutions
• Static Structural
• Flexible Dynamics (at a specific time)
– Predefined scripts for BEAMST and FATJACK.
© 2010 ANSYS, Inc. All rights reserved. 23 ANSYS, Inc. Proprietary
ANSYS Structural Mechanics
• ANSYS Structural analysis
© 2010 ANSYS, Inc. All rights reserved. 24 ANSYS, Inc. Proprietary
DesignXplorer
• Use parameters in:
• CAD
• DesignModeler
• SpaceClaim
• Engineering data
• Preprocessor
• Postprocessor
• Derived parameters
• DOE
– Select DOE type
– Custom + Sampling (OSF)
• Candidate designs
• Response surface
• Six Sigma analysis
– Manufacturing best/worst case
© 2010 ANSYS, Inc. All rights reserved. 25 ANSYS, Inc. Proprietary
Offshore System level analysis
Requirement Oil & Gas fixed
Jacket
Wind Turbine
fixed Jacket
Oil & Gas
Floating
Geometry DM/SCDM DM/SCDM DM/SCDM
Wave + Current
(tubular)
ANSYS/Structural ANSYS/Structural ANSYS/Structural
Wave + Current
(shell/solid)
- - Via AQWA
Pile analysis Splinter Splinter -
Aeroelastic
coupling
- ANSYS/Structural
via shared DLL
-
Fatigue (tubular) FATJACK FATJACK FATJACK
Fatigue
(shell/solid)
- - OSAP/nCode
ULS
(tubular/beam)
BEAMST BEAMST BEAMST
ULS (shell/solid) - - OSAP
FSI - - -
© 2010 ANSYS, Inc. All rights reserved. 26 ANSYS, Inc. Proprietary
Oil and Gas jacket - Geometry
© 2010 ANSYS, Inc. All rights reserved. 27 ANSYS, Inc. Proprietary
Wind Turbine jacket - Geometry
© 2010 ANSYS, Inc. All rights reserved. 28 ANSYS, Inc. Proprietary
Oil and gas floating - Geometry
© 2010 ANSYS, Inc. All rights reserved. 29 ANSYS, Inc. Proprietary
Offshore System level analysis
Requirement Oil & Gas fixed
Jacket
Wind Turbine
fixed Jacket
Oil & Gas
Floating
Geometry DM/SCDM DM/SCDM DM/SCDM
Wave + Current
(tubular)
ANSYS/Structural ANSYS/Structural ANSYS/Structural
Wave + Current
(shell/solid)
- - Via AQWA
Pile analysis Splinter Splinter -
Aeroelastic
coupling
- ANSYS/Structural
via shared DLL
-
Fatigue (tubular) FATJACK FATJACK FATJACK
Fatigue
(shell/solid)
- - OSAP/nCode
ULS
(tubular/beam)
BEAMST BEAMST BEAMST
ULS (shell/solid) - - OSAP
FSI - - -
© 2010 ANSYS, Inc. All rights reserved. 30 ANSYS, Inc. Proprietary
• Coupled hydro-elastic analysis for tubular framed structures
– Fully coupled hydrodynamic loading with non-linear analysis capability
– Automatic computation of hydrodynamic damping
– Regular and irregular waves
– Ability to take RAO results as time history loading
– Tube-in-tube contact
Tubular Coupled Wave-Structures
• Wave loading for application of Morison
forces (coupled for non-linear analyses)
• Calculation of added mass due to
marine growth
• Hydrodynamic mass calculations
• Buoyancy calculations, including
free flooding
© 2010 ANSYS, Inc. All rights reserved. 31 ANSYS, Inc. Proprietary
Offshore System level analysis
Requirement Oil & Gas fixed
Jacket
Wind Turbine
fixed Jacket
Oil & Gas
Floating
Geometry DM/SCDM DM/SCDM DM/SCDM
Wave + Current
(tubular)
ANSYS/Structural ANSYS/Structural ANSYS/Structural
Wave + Current
(shell/solid)
- - Via AQWA
Pile analysis Splinter Splinter -
Aeroelastic
coupling
- ANSYS/Structural
via shared DLL
-
Fatigue (tubular) FATJACK FATJACK FATJACK
Fatigue
(shell/solid)
- - OSAP/nCode
ULS
(tubular/beam)
BEAMST BEAMST BEAMST
ULS (shell/solid) - - OSAP
FSI - - -
© 2010 ANSYS, Inc. All rights reserved. 32 ANSYS, Inc. Proprietary
• Capabilities– Single pile or pile group analysis
– Soil-pile-structure interaction with single piles or pile groups
– No limit to number of piles or soil layers
– Piles may have non-constant cross sections
– Automatic sub-division of piles taking into account changes in cross section, soil layers, etc.
– Automatic calculation of Mindlin coefficients for group pile analysis
– Automatic generation of lateral forces (P-Y) and skin friction (T-Z) curves
– Efficient nonlinear solution for soil-pile-structure interactions via superelement (sub-structuring) approach
– Non-tubular cross sections
ANSYS Soil-Pile-Structure Interactions
(SPLINTER)
© 2010 ANSYS, Inc. All rights reserved. 33 ANSYS, Inc. Proprietary
ANSYS Soil-Pile-Structure
Interactions
• It is possible to take account of the non linear
pile stiffness during a transient solution – a
simple test indicates ~ 20% stress reduction.
© 2010 ANSYS, Inc. All rights reserved. 34 ANSYS, Inc. Proprietary
Offshore System level analysis
Requirement Oil & Gas fixed
Jacket
Wind Turbine
fixed Jacket
Oil & Gas
Floating
Geometry DM/SCDM DM/SCDM DM/SCDM
Wave + Current
(tubular)
ANSYS/Structural ANSYS/Structural ANSYS/Structural
Wave + Current
(shell/solid)
- - Via AQWA
Pile analysis Splinter Splinter -
Aeroelastic
coupling
- ANSYS/Structural
via shared DLL
-
Fatigue (tubular) FATJACK FATJACK FATJACK
Fatigue
(shell/solid)
- - OSAP/nCode
ULS
(tubular/beam)
BEAMST BEAMST BEAMST
ULS (shell/solid) - - OSAP
FSI - - -
© 2010 ANSYS, Inc. All rights reserved. 35 ANSYS, Inc. Proprietary
Wind/Wave/Current & Rotor Blade
Loading
Interface to FLEX5
• FLEX5 is one of a number of highly specialized
wind loading programs
– thoroughly validated for wind turbines
– however, limited to simple substructures
• This limitation can be overcome by combining FLEX 5 with ANSYS.– Simplified substructure (in FLEX 5) can be replaced by a
realistic structural model (in ANSYS) that can accurately model the structural behavior and wave loading
• This capability was initiated, sponsored and verified by REpowerSystems AG
© 2010 ANSYS, Inc. All rights reserved. 36 ANSYS, Inc. Proprietary
Wind/Wave/Current & Rotor Blade
Loading
• Allows complex substructure
modelling for offshore wind turbines
• Fatigue and extreme condition design
• Analysis process:
– ANSYS generates FLEX 5 substructure
input model data.
– FLEX 5 performs WT analysis
– ANSYS reads the FLEX 5 results and
adds wave load to extract member
forces.
– ANSYS performs fatigue analysis via
rain-flow counting.
• It has been successfully applied for
the certification of the Beatrice wind
farm demonstrator project, and others
(e.g., 150MW Ormonde wind farm).Photo courtesy of REpower Systems AG
Interface to FLEX5
© 2010 ANSYS, Inc. All rights reserved. 37 ANSYS, Inc. Proprietary
Impact of substructure on tower bottom fatigue loads
With Waves
90%
95%
100%
105%
110%
115%
120%
125%
130%
135%
140%
Shear long. Shear lat. Vertical
force
Bending
lat.
Bending
long.
Torsion
OJQ
CCT
FFT
With Wave Loading
Why is this (integrated) Loading Combination Important?
Wind/Wave/Current & Rotor Blade
Loading
Global
Natural
Frequencies
OWEC
Jacket
Quattropod
Centre
Colum
Tripod
Flat Face
Tripod
f0 [Hz] 0.33 0.26 0.3
f1 [Hz] 1.64 1.35 0.86
Court
esy o
f R
Epow
er
Syste
ms A
G
Influence of Substructure on Tower Bottom Fatigue Load
Without Wave Loading
Increase of Fatigue Loads up to 35%!
© 2010 ANSYS, Inc. All rights reserved. 38 ANSYS, Inc. Proprietary
Offshore System level analysis
Requirement Oil & Gas fixed
Jacket
Wind Turbine
fixed Jacket
Oil & Gas
Floating
Geometry DM/SCDM DM/SCDM DM/SCDM
Wave + Current
(tubular)
ANSYS/Structural ANSYS/Structural ANSYS/Structural
Wave + Current
(shell/solid)
- - Via AQWA
Pile analysis Splinter Splinter -
Aeroelastic
coupling
- ANSYS/Structural
via shared DLL
-
Fatigue (tubular) FATJACK FATJACK FATJACK
Fatigue
(shell/solid)
- - OSAP/nCode
ULS
(tubular/beam)
BEAMST BEAMST BEAMST
ULS (shell/solid) - - OSAP
FSI - - -
© 2010 ANSYS, Inc. All rights reserved. 39 ANSYS, Inc. Proprietary
ANSYS - Code Checks (FATJACK/BEAMST)
• Joint Code & Member Code checks including:
– AISC 10th edition working stress and 2nd edition LRFD
– API RP2a-WSD 21st edition working stress
– RP2A-LRFD 1st edition
– BS5950 part 1 1992
– NORSOK 2000
– NORSOK NS3472 1984
– NPD 1992
– DS449 1984 (with 1994 amendments)
– DS412 1984 (with 1994 amendments)
– ISO 19902 implementation started
• Easy-to-use code check facilities including:
– Code checks on time histories
– Code checks on combined load cases
– Visualization of code checks
– Ability to use them in combination with ANSYS calculations
© 2010 ANSYS, Inc. All rights reserved. 40 ANSYS, Inc. Proprietary
• FATJACK module offers both deterministic and spectral fatigue
capabilities
– for tubular frame structures subjected to waves and current or wind including
wind gusts
– can be used in frequency and time domain
– sea states: JONSWAP, Pierson-Moskovitz, Occhi-Hubble, Scot-Weigel and
Shell New Wave, or user-defined wave spectra
• FATJACK includes explicit SCF definitions
– SCFJ – if crown & saddle SCF is known e.g. from empirical formulae
– SCFA – if SCF is known at specific locations e.g. from FE
– SCFB – if SCF is constant across a section
– SCFP – if SCF values vary with location
• Automatic (empirically derived) SCF definitions based on
– Efthymiou, Wordsworth, Kuang or DS449
ANSYS
- Fatigue Assessments
© 2010 ANSYS, Inc. All rights reserved. 41 ANSYS, Inc. Proprietary
ANSYS
- Fatigue Assessments: Rainflow counting
• Reduces spectrum of varying stress into simple stress reversals
• Allows the application of Miner’s rule to assess fatigue life of structure
subject to complex loading
• Based on ASTM E1049-85 (2005) Standard Practices for Cycle Counting
in Fatigue Analysis
• It is possible to use results from up to 1000 different transient dynamic
analyses and loading (i.e., multi-directional wave spectra)
• Uses Rainflow counting method to produce stress range histogram
• Results can be combined using a probabilistic approach, output includes:
• fatigue life (based on Miner´s rule)
• usage factors
• damage per wave (history)
• stress histograms
© 2010 ANSYS, Inc. All rights reserved. 42 ANSYS, Inc. Proprietary
ULS Check in Design Assessment
© 2010 ANSYS, Inc. All rights reserved. 43 ANSYS, Inc. Proprietary
System to component analysis
• Detailed joint analysis is possible:
© 2010 ANSYS, Inc. All rights reserved. 44 ANSYS, Inc. Proprietary
Summary
• ANSYS continues to offer and invest in significant
capabilities for offshore applications
– Significant progress in implementing key features of
ASAS in ANSYS Structural Mechanics products
– New Design Assessment tool enabling advanced
customized post-processing, including application of
ANSYS developed code checking tools and user
custom capabilities (not limited to Offshore)
– Separate code checking products