Aeroelastic Modeling of Large Offshore Vertical-axis Wind ...
Wind-Induced Oscillations Parametric Wind Tunnel...
Transcript of Wind-Induced Oscillations Parametric Wind Tunnel...
National Aeronautics and Space Administration
Wind-Induced Oscillations
Parametric Wind Tunnel Test
Sam Yunis, Donald Keller, Thomas Ivanco, Jennifer Pinkerton
NASA Langley
Presented at Spacecraft and Launch Vehicle Workshop
June 20-22, 2017
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Issue
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NASA is attempting to address persistent questions on Wind Induced Oscillations (WIO) on Launch Vehicles
• What are realistic design conditions for WIO?• Is lock-in a real-world event or a contrived wind tunnel artifact?
– Full-scale events seem to indicate that WIO does exist in the wild• What wind tunnel conditions are necessary to match full scale
observations?
Different organizations are designing to different conditions• NASA has been designing vehicles to lock-in based on clean uniform
flow in wind tunnel tests (WTTs)– Often a significant burden during design, especially rollout (Ares, SLS)
• Some others have been designing to turbulent flow and not to lock-in• No complete/comprehensive data exists to quantify the best design
condition• Question dates back to 1960’s
NASA is running a parametric WTT to address these questions• Tunnel entry May 15-July 31, 2017• Time still exists to address questions
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WIO 101
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Flow across the launch vehicle creates lateral forces due to flow separation
• Driving forcing function• Comes in many forms from laminar to turbulent to
vortex shedding
Flight vehicle is flexible which results in aeroelasticresponses
• Aeroelastic coupling can be >10x factor over rigid magnitudes
• Second mode can be more critical than the first mode because it occurs at higher velocities/energies and because of the different load distribution
Magnitude of aeroelastic response is determined by several factors:
• Type of unsteady flow forces (turbulent, vortices, laminar, etc)
• Proximity of the vortex frequencies to structural frequencies
• Damping
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Definitions
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For purposes of this presentation:
• WIO– Generic term for the response of a vehicle to unsteady flow
– Unsteady flow includes gust, turbulence, and vortex shedding
• Vortex shedding – Quasi-periodic flow off the vehicle at certain velocities
• Lock-in– An aeroelastic event where the oscillations of the vortex shedding are forced
to coincide with the vehicle frequencies, resulting in aeroelastic amplification
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Parameters of Investigation
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Reynolds number
Flow turbulence
Boundary layer effects, including pad height
Surrounding structure
Protuberances
Damping
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Reynolds Number
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Full scale vehicle Re usually >106
Vortex shedding at Re = 104 looks similar to vortex shedding at 106
Concerns with Re mis-match• Scaling for Re is very difficult
– Need to match correct magnitudes and velocities
– Protuberances impossible to scale because of boundary layer differences
• Tip shedding cannot be mimicked at the wrong Re
WTT will address the importance of Re matching in WTTs
• Approach: Use air and heavy gas to span Re range
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Turbulence
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Real-world flow has turbulence• Ground, buildings, butterflies• Turbulence-induced vortex shedding and turbulent response is a design condition for
fatigue and RMS response• Turbulence may prevent large resonant WIO and lock-in
Concerns with turbulence• If lock-in can be achieved, turbulent response is not a peak-load design condition• Resonant WIO/Lock-in remain
the design condition(s) for peak loads until otherwise shown– Example: Damping too high for
aeroelastic response
WTT will investigate impact of turbulence on lock-in
• Design: blocks on floor (based somewhat on method used at theCermak, Peterka, Petersen (CPP) tunnel (spires, low wall, floor blocks)
• Goal is to generate typical turbulence levels (≈ 5% - 10%)
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Earth Boundary Layer
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The boundary layer (wind profile) creates a non-uniform velocity profile along the length of the vehicle
• Thought 1: The boundary layer reduces the correlation length of lock-in across the vehicle, thereby reducing the aeroelastic responses
• Thought 2: The larger diameter of a fairing may match the boundary layer velocities, thereby actually increasing correlation length of lock-in
Wind tunnel testing is not necessarily required to understand the impact of the boundary layer
• Improved/verified analytical methods may be sufficient to ID potential critical conditions (wind speed and direction)
WTT will investigate the impact of the boundary layer by creating a wind profile
• Design: Blocking spires, multiple height pads
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Surrounding Structure
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Surrounding structures, both upstream and downstream, can
definitely influence the response of a vehicle• The variety of these is too big for a complete study
WTT will use a solid tower/building to demonstrate the effect
in conjunction with the other parameters• Design: Block building bigger than vehicle
• Location: Near the vehicle (2-5D away)
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Protuberances
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Protuberances often instigate separation and vortex shedding,
and have been shown to magnify results• Protuberances often act within the flow boundary layer
• Protuberances are particularly susceptible to Re mis-match
WTT will address this across Re numbers• Design: Includes raceway/feedline and block protuberances
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Damping
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WTT may attempt to vary damping• Effect of damping on smooth-flow WIO is well established
• Effect of damping coupled with other parameters is not as well
established
WTT will measure structural damping for all configurations
tested
WTT will use a variable damper • Design: In-work and unclear if this can be incorporated in time
• Trying to modify a previously-used design (Ares I-X)
• Targeting values C/Cc <1% to 2%
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WTT Logistics
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Testing will take place at the Langley
Transonic Dynamic Tunnel (TDT)
• Quick facts– Mach: up to 1.2, Re: up to 10 x106 /ft,
Medium: Air or R-134a
– Total pressure: near vacuum up to 1.0
atm.
– Test Section: 16’ x 16’ with cropped
corners, Length: 12’ – 30’
– GWL Testing: Large remotely
controlled floor turntable, data system
designed for dynamic testing
Ares I-X Model in TDT - 2008
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Wind Tunnel Test: LV Design
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Dynamic models
• Single stick vehicles
1. Constant diameter
2. Two diameters: Single diameter first/lower stage with large upper
stage and fairing
• Modes: 1st Bending, 2nd Bending (4 modes in total)
– Ability to vary mass to achieve target frequencies
• May grit surface to validate simulation of higher Re on a 3D model
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Wind Tunnel Test: Baselining
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Prior to parametric testing, the tunnel must show that it can predict
full scale responses
NASA has data from 2 full scale vehicles that experienced severe
WIO, possibly lock-in:• Wind speed and direction
• Launch vehicle response – dynamic motions and loads
Plan of attack is to figure out what parameters are needed to match
the full scale events• Baseline – Uniform flow (normal TDT turbulence and B-L profile)
• Parameters will be varied to match the response– Wind profile
– Turbulence
– Boundary Layer
– Damping
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Wind Tunnel Test: Parametric Testing
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Parametric testing on a generic vehicle• Lot of possible parameters and variations• Limited by non-infinite time
Parameters – Vehicle• Constant diameter stick and stick w/fairing at top• Protuberances• Damping – may not vary, depends baseline testing
Parameters - Flowa. Velocity: Target first and second modesb. Reynolds Number: 104 – 106
c. Turbulence: None to as large as we can getd. Boundary Layer (incl. Pad Height): None to theoretical curvee. Surrounding Structure: None to block tower
Data• Steady/unsteady pressures, acceleration response, base bending moment
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Schedule
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August 2016:
• ATP
November 2016:
• Briefing to general LV community for feedback
May 15:
• Wind-on for turbulence and boundary layer checkout
June 15:
• Baseline runs begin
July 15:
• Parametric testing begins
July 31:
• End?
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Data Release
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The parametric data will be released to the community• Assume it will be subject to ITAR rules
Timeframe for release is unclear, but as soon as possible
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Summary
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A parametric wind tunnel test for understanding WIO is
underway
Any input to the test matrix is welcome• Very soon or it will be too late