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Determination of Flight Loads for the HH-60G Pave Hawk Helicopter
Steven Lamb
US Air Force
Robins AFB, GA 31098
Slide 1
2014 Aircraft Structural Integrity Conference
December 2-4, 2014
San Antonio, TX
Robert McGinty, Gregory Wood, Jeff Brenna
Mercer Engineering Research Center
Warner Robins, GA 31088
2014 ASIP Conference December 2-4, 2014
Presented at the 2014 ASIP Conference, San Antonio, TX, December 2-4, 2014.
Copyright © 2014 by the ASIP Conference. All rights reserved.
• USAF tasked MERC to implement several ASIP initiatives to further improve management of the HH-60G fleet
– Loads / Environment Spectra Survey (L/ESS)
– Global Finite Element Model (FEM) Development
– Flight Strain Survey
– Durability and Damage Tolerance Analyses (DADTA)
• Goal
– Develop an EFH tracking capability, at multiple structural locations, for the fleet
Background
Slide 2 December 2-4, 2014 2014 ASIP Conference
Motivation
• ASIP tasks (DADTA, EFH, etc) require correct aircraft loads
• Structural modifications and mission changes make current
HH-60G operations different from original Black Hawk
design specifications
- Gross weight increase
- Engine upgrades
- Refueling probe addition
• Applicability of original design loads questionable
- Auxiliary fuel tanks added
- Horizontal stab modifications
Slide 3 December 2-4, 2014 2014 ASIP Conference
Loads Calculation Overview
• Use data from instrumented flight tests to compute flight loads for HH-60G aircraft to support structural analyses
Experimental Data
Flight Loads
Stresses Throughout Aircraft
Structural strength, fatigue, damage tolerance, and service life analyses
MAIN Rotor Forces & Moments
Tail Rotor Forces & Moments
Horizontal Stab Forces & Moments
Aerodynamic Forces
Aerodynamic Forces
Slide 4 December 2-4, 2014 2014 ASIP Conference
Sample Flight Strain Data
• 30 hours (5,000 regimes) of prescribed maneuvers across operational envelope
• Operational data also collected, bringing total to 160 hours (30,000 regimes)
• 63 strain gages • 1,000 Hz sample rate
Flight Strain Survey
Slide 5 December 2-4, 2014 2014 ASIP Conference
Strain Gage Photos
Slide 6 December 2-4, 2014 2014 ASIP Conference
Finite Element Model
• HH-60G Finite Element Model
- 1,430,000 nodes
- 1,050,000 elements
- Primarily shell elements
- Nominal 1” x 1” element size
Slide 7 December 2-4, 2014 2014 ASIP Conference
Loads Calculation
1. Apply unit loads to all force / moment locations (one at a time)
2. Execute Nastran inertia relief runs for each unit load to determine its
influence on strain at each gage location gives 𝐴𝑖𝑗 values
where 𝐹𝑗 are force and moment values
3. Insert experimental 𝜖𝑖 values
and perform multivariable
linear regression to solve
for forces and moments
j Name
1
2
3
4
5
6
𝐹𝑧𝑀𝑎𝑖𝑛
𝑀𝑥𝑀𝑎𝑖𝑛
𝐹𝑦𝑇𝑎𝑖𝑙
𝐹𝑧𝐻𝑜𝑟𝑖𝑧
𝑀𝑦𝑀𝑎𝑖𝑛
𝑀𝑧𝑀𝑎𝑖𝑛
Significant Forces / Moments 1 equation per gage 𝐴𝑖𝑗 𝐹𝑗 =
𝑁
𝑗=1
𝜖𝑖𝑚𝑒𝑎𝑠
Slide 8 December 2-4, 2014 2014 ASIP Conference
Loads Calculation (cont)
1. Issue #1 – Gages are applied while aircraft is subject to 1G gravity
Resolution – Modify equation to account for additional strain
where 𝜖𝑖1𝐺 is strain due to 1G gravity (predicted by FE model)
2. Issue #2 – Certain forces and moments are closely correlated
Resolution – Add equations enforcing equilibrium
Example – 𝑀𝑧𝑀𝑎𝑖𝑛 + 𝑟𝐶𝐺 × 𝐹𝑦
𝑇𝑎𝑖𝑙 = 0
1 equation per gage 𝐴𝑖𝑗 𝐹𝑗 =
𝑁
𝑗=1
𝜖𝑖𝑚𝑒𝑎𝑠 + 𝜖𝑖
1𝐺
Slide 9 December 2-4, 2014 2014 ASIP Conference
Fz
Fz
Mz
Mx My
Fy
Fz
Loads Calculation (cont)
• Additional complexity – Weight and CG change during flight (fuel is burned)
– This affects the sensitivity coefficients, 𝐴𝑖𝑗, and in turn
influences the calculated force/moment values
– The effect is accounted for in calculations
Slide 10 December 2-4, 2014 2014 ASIP Conference
-1500
-1000
-500
0
500
1000
-1500 -1000 -500 0 500 1000
Me
asu
red
Str
ain
, me
Predicted Strain, me
Strain Correlations
• Accuracy of computed loads is assessed by how well they lead to predicted strains matching measured data
• Chart for Sym Pull Up shows typical level of correlation (R2 = 0.94)
Slide 11 December 2-4, 2014 2014 ASIP Conference
Strain Correlations
• Alternative view of Sym Pull Up correlation (R2 = 0.94)
• Gage locations indicated on structure
• Blue is predicted Red is measured
Slide 12 December 2-4, 2014 2014 ASIP Conference
0
1,000
2,000
3,000
4,000
5,000
6,000
7,000
8,000
0.88 0.89 0.90 0.91 0.92 0.93 0.94 0.95 0.96
R2
Correlation Coefficients
Histogram of R2 values for 30k PITS
Average R2 is 0.934 and all values are above 0.88
Slide 13 December 2-4, 2014 2014 ASIP Conference
Correlation Coefficients
Histogram of R2 values for 30k PITS
Average R2 is 0.934 and all values are above 0.88
0
1,000
2,000
3,000
4,000
5,000
6,000
7,000
8,000
0.75 0.78 0.80 0.83 0.85 0.88 0.90 0.93 0.95
R2
𝝐𝒊𝟏𝑮 INCORPORATED
(same as previous slide)
𝝐𝒊𝟏𝑮 NEGLECTED
Effect of 1G gravity loads at time of strain gage application ignored
Slide 14 December 2-4, 2014 2014 ASIP Conference
Loads Assessment
• R2 values reflect excellent capability to obtain loads producing
predicted strains that are closely correlated to measured
values
- Average R2 value is 0.934
• But this does not guarantee accurate computed loads
- For example, if the entire FE model were too stiff by a factor of 2, then
all computed loads would be too high by same factor of 2
• Following slides will compare computed loads to flight
parameters
- Begin with main z-force, 𝐹𝑧𝑀𝑎𝑖𝑛
Slide 15 December 2-4, 2014 2014 ASIP Conference
• Distribution of computed main rotor lift force
• HH-60G Weight: 15,800 lb -- 21,800 lb
Main Rotor Lift
0
1,000
2,000
3,000
4,000
5,000
16,000 18,000 20,000 22,000 24,000 26,000 28,000 30,000
Main Rotor Z-Force (lbf)
Slide 16 December 2-4, 2014 2014 ASIP Conference
0%
5%
10%
15%
20%
25%
30%
35%
40%
0 4 8 12 16 20 24 28 32
% o
f R
egim
e O
ccu
ran
ces
Magnitude of Fz (thousands of lbs)
• Higher forces for pull-ups than push-overs
Push Over Level Flight
Pull Up
Main Rotor Lift
Slide 17 December 2-4, 2014 2014 ASIP Conference
• Z-force increases with weight
• Force is higher for hi-G (Nz) maneuvers
Main Rotor Lift
Slide 18 December 2-4, 2014 2014 ASIP Conference
• Excellent 1-to-1 correlation to Nz * Weight
Main Rotor Lift vs Nz * Weight
Slide 19 December 2-4, 2014 2014 ASIP Conference
• Gross weight found to be incorrect on Flight 04 (blue points)
Main Rotor Lift vs Nz * Weight
Slide 20 December 2-4, 2014 2014 ASIP Conference
• Main Rotor Z-Force correlates very well after gross weight correction
Main Rotor Lift vs Nz * Weight
Slide 21 December 2-4, 2014 2014 ASIP Conference
Main Rotor Mz Correlation
• Surface plot of Mz versus %Engine Torque and Weight
Slide 22 December 2-4, 2014 2014 ASIP Conference
• Correlation between Main Z-Moment and Torque * (1 – Weight / 30,830)
Main Rotor Mz Correlation
Slide 23 December 2-4, 2014 2014 ASIP Conference
• Main Z-Moment varies significantly for MaxContPwrAscent regime
• But with knowledge of x-axis value, Mz can be determined much more precisely
Mz - MaxContPowerAccent
Variation of Mz within regime
Variation of Mz for given x-axis value
Slide 24 December 2-4, 2014 2014 ASIP Conference
Comparison to Design Loads
33k 54k -7k
0 Design Loads (1970’s)
Flight Loads (today) Main Fz
3.4k 3.8k -1.5k Tail Fy’
-0.5k
1.0M 600k -600k
Main My -1.2M
-3.6k 4.6k -3k Horiz Fz
3k
100k 300k -400k
0
Main Mx -70k
200k 300k -700k
Main Mz -1.3M
Slide 25 December 2-4, 2014 2014 ASIP Conference
• Structure is color-coded by load case producing highest stresses/strains in each area
- Load Case 1 - Load Case 2 – High Tail Rotor y-Force - Load Case 3 – High Horizontal z-Force - Load Case 4
Loads Map
Slide 26 December 2-4, 2014 2014 ASIP Conference
Summary
• Forces and moments computed for 30,000 points-in-the-sky (over 200 unique regimes)
• Forces/Moments can now be used for structural analyses, DADTAs, EFH estimates, etc
• Excellent correlations of predicted and measured strains
• Excellent correlations of forces and moments to aircraft Torque, Nz, & Weight
• Forces and moments can be determined much more precisely given Torque, Nz, & Weight than regime ID alone
• Current My and Mz moments exceed design values
Slide 27 December 2-4, 2014 2014 ASIP Conference
Future Work
• Will use a similar process, based on Fourier Transforms and Modal Analyses, to determine dynamic (i.e. vibration) components of loads
• Addition of dynamic components to average force values presented here will permit
– Determination of peak maneuver loads
– Development of load spectra for damage tolerance analyses and probabilistic risk analyses
Slide 28 December 2-4, 2014 2014 ASIP Conference