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© 2008 ANSYS, Inc. All rights reserved. 1 ANSYS, Inc. Proprietary
2008 International ANSYS Conference
Design and Analysis of the ACES 5 Ejection Seat
Park O. Cover, Jr.Mechanical EngineerConcurrent Technologies Corporation (CTC)
© 2008 ANSYS, Inc. All rights reserved. 2 ANSYS, Inc. Proprietary
Background
• ACES II – Designed in 1970’s by
McDonnell Douglas– Currently used in
USAF aircraft• F-15, F-16, F-22, F-117,
B-1, B-2, A-10– Monocoque structure
constructed from sheet metal
© 2008 ANSYS, Inc. All rights reserved. 3 ANSYS, Inc. Proprietary
Background
• ACES Modular– CTC / Goodrich design– Designed for B-2 retrofit
• Modular design reduces maintenance cost and B-2 downtime
• Machined structure reduces part count / assembly costs
• Common pyrotechnics with legacy ACES II
• New structure analyzed with ANSYS • Successful 1st test
October 2007
© 2008 ANSYS, Inc. All rights reserved. 4 ANSYS, Inc. Proprietary
Background
• ACES 5– CTC / Goodrich design– Designed for F-35 Joint
Strike Fighter (JSF)• Modular design• Machined structure• Reduced weight• Common pyro w/ ACES II• Enhanced safety
– Accommodates 103 lb to 245 lb pilot
• Meets JSF specific requirements
• Blank sheet design January 2007
• Successful 1st test April 2008
• Made possible with ANSYS
© 2008 ANSYS, Inc. All rights reserved. 5 ANSYS, Inc. Proprietary
Requirements
• Performance Envelope– Speed: Zero airspeed to 600 KEAS (~750 mph)– Altitude: Zero feet to 60,000 feet
• Major load cases– Loads applied for a fraction of a second
• Catapult load (16g x 1.5 safety factor)• Aerodynamic loads• Crash loads (30g)• Drogue parachute load
• One time use
© 2008 ANSYS, Inc. All rights reserved. 6 ANSYS, Inc. Proprietary
Approach
• Truly concurrent design and analysis– Meet structural and weight requirements on
tight schedule• System level analysis built directly from CAD
models– Minimize preprocessing– Run on Dell XP64 workstation w/ 32GB RAM– Quickly analyze changes as the design
evolved• Detailed submodels of high stress areas
– Local yielding allowed
© 2008 ANSYS, Inc. All rights reserved. 7 ANSYS, Inc. Proprietary
Method
• Designed with ProE • Analyzed with ANSYS
© 2008 ANSYS, Inc. All rights reserved. 8 ANSYS, Inc. Proprietary
Concurrent Design / Analysis
• Windblast pushes legs apart with 3,300 lb force
• Design goals– Optimize weight– Meet quickly changing
design requirements• Linear static with elastic
material properties• Used Design Modeler to
slice bucket sides for load application areas
© 2008 ANSYS, Inc. All rights reserved. 9 ANSYS, Inc. Proprietary
Bucket Structure Evolution
• REV 1 bucket side structure• 2.1 lb weight
© 2008 ANSYS, Inc. All rights reserved. 10 ANSYS, Inc. Proprietary
Bucket Structure Evolution
• REV 2 bucket side structure• 3.0 lb weight
© 2008 ANSYS, Inc. All rights reserved. 11 ANSYS, Inc. Proprietary
Bucket Structure Evolution
• REV 6 bucket side structure• 2.7 lb weight
© 2008 ANSYS, Inc. All rights reserved. 12 ANSYS, Inc. Proprietary
Bucket Structure Evolution
• REV 20 bucket side structure• 2.8 lb weight
Elastic stress exceeds allowable ultimate
© 2008 ANSYS, Inc. All rights reserved. 13 ANSYS, Inc. Proprietary
Bucket Sub-Model
• Sub-model of bucket side structure• Multi-linear isotropic hardening material properties
– Aluminum 7050-T7451• Used “commands” object to interpolate
displacements from system model onto submodel boundaries
© 2008 ANSYS, Inc. All rights reserved. 14 ANSYS, Inc. Proprietary
Bucket Sub-Model
• Verified that submodel deformation matches system model
System ModelTotal Deformation
Sub Model Total Deformation648,148 Nodes173,483 ElementsHex Dominant 0.03” Element Sizing
© 2008 ANSYS, Inc. All rights reserved. 15 ANSYS, Inc. Proprietary
Bucket Leg Guard Submodel
• Max stress of 71.4 ksi indicates permanent deformation. Margin of safety to failure is +0.01
Equivalent Stress Equivalent Plastic Strain
© 2008 ANSYS, Inc. All rights reserved. 16 ANSYS, Inc. Proprietary
System Level Analysis
• Solid 3D geometry imported to Design Modeler– Minimal defeaturing– Some shell geometry created with auto-
midplane feature• 175 contact regions manually applied
– Reactions used to size rivets / fasteners• Point masses applied to represent subsystems• Acceleration / loads applied to simulate desired
load condition
© 2008 ANSYS, Inc. All rights reserved. 17 ANSYS, Inc. Proprietary
System Analysis Details
• Mesh– Hex dominant for all
solid components– Global element size
0.125”– 1,252,376 Nodes – 406,164 Elements– Run time of 27.7min
for linear static structural analysis
© 2008 ANSYS, Inc. All rights reserved. 18 ANSYS, Inc. Proprietary
Method Verification
Shell0.535” Max Deflection
Solid – Hex Dominant0.531” Max Deflection
• Thin Machined Parts (0.06” thick)
Shell0.125” Global Size4,236 Nodes4,097 Elements100 lb Applied force
Solid – Hex Dominant0.125” Global Size32,792 Nodes6,144 Elements100 lb Applied force
© 2008 ANSYS, Inc. All rights reserved. 19 ANSYS, Inc. Proprietary
Catapult System Analysis
24g Ultimate load
Pressure due to windblast at 600 KEAS
• Catapult ejection load at 600 KEAS (Tipoff)• Linear static with elastic material properties
Elastic stress exceeds allowable ultimate
© 2008 ANSYS, Inc. All rights reserved. 20 ANSYS, Inc. Proprietary
Catapult Sub-Model
• Submodel of seat side using multi-linear isotropic hardening material properties
–111,508 Nodes–26,177 Elements
• Max stress of 71.1 ksi indicates permanent deformation. Margin of safety to failure is +0.04
© 2008 ANSYS, Inc. All rights reserved. 21 ANSYS, Inc. Proprietary
Drogue Parachute System Analysis
• 16,000 lb drogue parachute load at 30 deg yaw• Inertia Relief, requires accurate mass properties• Elastic material properties
Representative occupant included to achieve accurate mass moments of inertia
© 2008 ANSYS, Inc. All rights reserved. 22 ANSYS, Inc. Proprietary
Drogue Parachute System Analysis
• Equivalent stress for system model with elastic material properties
Elastic stress exceeds allowable ultimate
© 2008 ANSYS, Inc. All rights reserved. 23 ANSYS, Inc. Proprietary
Drogue Parachute Sub-Model
• Submodel of seat side using multi-linear isotropic hardening material properties
–551,880 Nodes–127,462 Elements
• Max stress of 73.1 ksi indicates permanent deformation. Margin of safety to failure is +0.02
Equivalent Stress
© 2008 ANSYS, Inc. All rights reserved. 24 ANSYS, Inc. Proprietary
Conclusion
• ANSYS was used to:– Optimize the seat structure – Show that all structural components have a
positive margin of safety
• ANSYS enabled CTC and Goodrich to meet project goals and aggressive deadlines– Less than 1.5 years from concept to test– Flawless ejection test on the first try
© 2008 ANSYS, Inc. All rights reserved. 25 ANSYS, Inc. Proprietary
Questions
Park O. Cover, Jr.Concurrent Technologies Corporation100 CTC Drive Johnstown, PA 15904