4. April 2009
COMPOSITE APPLICATIONS
THE DEVELOPMENT OF ADVANCED
COMPOSITE MATERIAL HAS CONSTITUTED A
REVOLUTION IN MATERIALS APPLICATIONS
IN RECENT YEARS.
THE HIGH STIFFNESS AND STRENGTH TO
WEIGHT OF FIBERS, ALONG WITH OTHER
PROPERTIES SUCH AS ENVIRONMENTAL
RESISTANCE, MAKE COMPOSITE MATERIALS
INCREASINGLY POPULAR AS POTENTIAL
CANDIDATE.
COMPOSITE MATERIALS ARE BEING
INCREASINGLY UTILIZED IN MANY FIELDS
INCLUDING BOTH MILITARY AND
AEROSPACE APPLICATIONS, SPORTING
GOODS, AND CHEMICAL INDUSTRIES.
5. April 2009
NSACT-2009
5
AEROSPACE COMPOSITE APPLICATIONS
Typical aerospace applications are
window frames, seat pedestals, fittings,
frame gussets, intercostals, pressure
pans and static engine parts.
Structures include wing-to-body fairing assemblies, wing trailing edge
assemblies, tail section components, radomes, dorsal and flap-track fairing
assemblies, cockpit sidewall and ceiling panels and doorliners, leading
edges, access doors and rotor blade components.
6. April 2009
NSACT-2009
6
HELICOPTER COMPOSITE APPLICATIONS
Structures include fairing
assemblies, rotor blades and hub,
tail section components, radomes,
doors, cockpit sidewall and ceiling
panels, engine cowlings and
doorliners and access doors.
8. April 2009
NSACT-2009
8
ACOUSTIC COMPOSITE APPLICATIONS
Acoustical treatment of
aircraft engines
Non-metallic permeable cap material
embedded into honeycomb core to
create an acoustic septum, with the
caps bonded to the core cell wall with
adhesive.
Honeycomb core
Non-metallic
permeable cap
9. April 2009
NSACT-2009
9
SPORT COMPOSITE APPLICATIONS
Laminates used predominantly in the
manufacture of Skis and Snowboards
with durable materials are required to
resist high stresses and strains.
Bike with exceptionally precise
carbon fibre shapes without the
need for secondary machining
operations.
15. DESIGN PROCESS
DESIGN PROCESS INVOLVES FOLLOWING THE DESIGN GUIDELINES FOR
PREDICTION OF STIFFNESS, STRENGTH AND FATIGUE CHARACTERISTICS.
DESIGN GUIDELINES
• BALANCE AND SYMMETRIC WHEREVER POSSIBLE.
• HIGH STIFFNESS IN THE FIBRE DIRECTION BUT ENSURE DESIGN INCORPORATES
AN UNDERSTANDING OF STRESS TRANSVERSE TO THE FIBRE.
• CHANGE IN FIBRE ANGLE BETWEEN LAMINAE TO A MINIMUM.
• AVOID SHARP CHANGES IN SECTION TO AVOID STRESS CONCENTRATIONS.
• RIBS AND INTEGRAL STIFFENERS HELP STABILISE LARGE FLAT SURFACES
• GOOD ELECTRICAL CONTACT BETWEEN ALL METALLIC AND CARBON/EPOXY
STRUCTURAL COMPONENTS FOR THE DISSIPATION OF STATIC AND LIGHTNING-
INDUCED CURRENTS.
• MINIMISE POTENTIAL GALVANIC CORROSION AND/OR THERMAL EXPANSION
PROBLEMS BY SELECTING COMPATIBLE MATERIALS.
• USE TITANIUM ALLOY FASTENERS OR OTHER MATERIALS THAT ARE COMPATIBLE
WITH CARBON/EPOXY TO PREVENT GALVANIC CORROSION.
16. April 2009
NSACT-2009
16
Analysis Test Aspects and Life Evaluation of Helicopter/ Aircraft
Components of Metal and Composites
Helicopter / Aircraft Components
Analysis
Testing Life
Evaluation
Metals Composites
STRENGTH PREDICTION
17. April 2009
NSACT-2009
17
HELICOPTER AND AIRCRAFT MATERIAL
A/C and H/C Materials
Metal
Steel Al.
Alloys
Ti.
Alloys
Mg.
Alloys
Nimonics Al. Li.
Alloys
Composite
Fibers Resin
Glass
Kevlar
Carbon
Thermoset
Thermo
plastic
18. April 2009
NSACT-2009
18
MATERIAL REQUIREMENT
Stiffness
E, G, u
Strength
Static, Fatigue, Impact, Fracture toughness
Manufacturing
Machinability, Forgings, Castings, Welding
Environmental
Temp, Humidity, Wear, Fretting, Corrosion
Cost
Raw material, Manufacturing
19. Material Data
ISOTROPIC: E – YOUNGS MOD.
G – SHEAR MOD.
– POISSON RATIO
ORTHOPIC: E11, E22 – YOUNG MOD.
12 – POISSON RATIO
G12 – SHEAR MOD.
UD QUASAI 45°
E11 43400 21730 13500
E22 11500 21730 13500
G12 4336 8324 13400
12 0.27 0.301 0.565
21 0.072 0.301 0.565
GLASS COMPOSITES
UD QUASAI 45°
E11 116500 33050 13000
E22 8000 33050 13000
G12 3500 16750 30000
12 0.32 0.44 0.8
21 0.072 0.44 0.8
CARBON COMPOSITES
20. MATERIAL PROPERTIES FOR ANALYSIS
• Hence from the above stiffness matrix it can be
inferred that for an anisotropic lamina, the following
material constants along with the corresponding
strength values are required for doing analysis:
E11 – Modulus along fiber direction
E22 – Modulus transverse to fiber direction
G12 – Shear Modulus
12 – Poisson’s ratio
t
11 – Tensile strength along fiber direction
t
22 – Tensile strength transverse fiber direction
c
11 – Compressive strength along fiber direction
c
22 – Compressive strength transverse fiber direction
12 – Shear strength (ILSS)
22. Loads: Materials: Metallic
Tension Composite: glass/carbon
Compression kevlar
Shear
Bending
Torsion
Combination of the above
Optimisation involves : Geometry for a given loads
Material
Lay-up sequence
OPTIMISATION
23. Examples - Tension
• Tension load: F = 40kN
• Factor of Safety = 1.5
• Length of the member = 450 mm
Material
Tensile
Strength
N/mm2
Area of c/s
mm2
Weight
Kgs
Remarks
Aluminium 400 150.0 0.189
Shape is
immaterial
Steel 900 66.6 0.234
Titanium 900 66.6 0.12
Carbon
composite
1200 50.0 0.075
Glass
composite
1000 60.0 0.114
• Tension load, F = t x A
24. Examples - Compression
• Compression load: F = 40kN
• Factor of Safety = 1.5
• Length of the member = 450 mm
Material
Young’s
Modulus
N/mm2
Moment of
Inertia
mm4
Shape Topology
b d b,t d,t
Aluminium 70000 70345
b = 30.3 mm 34.6 36, 3 42,3.5
A = 918 mm2 940 396 423
W = 1.157 Kg 1.184 0.498 0.532
Steel 210000 23447
23 26.3 27.5, 2.25 32,3
529 543 228 273
1.857 1.907 0.8 0.958
Titanium 100000 49242
27.7 31.64 32, 2.5 36, 3
767 786 295 311
1.381 1.415 0.531 0.56
Carbon
composite
116500
(UD)
42267
26.68 30.46 33, 2.5 38, 3
719 728 305 329
0.48 0.49 0.205 0.222
Glass
composite
40000
(UD)
123105
34.86 39.79 42, 3.5 48, 4
1215 1243 539 552
1.039 1.063 0.46 0.472
• Buckling Load, Pcr = 2EI / 4L2
25. Material
Tensile Strength
N/mm2
Shape Topology
b, h b, h, t b, h, t1, t2
Aluminium 400
b , h = 18, 36 mm 24, 42, 3 24, 42, 4, 2.5
A = 648 mm2 360 277
W = 0.816 Kg 0.454 0.349
Steel 900
14, 27 19, 32, 2.5 18, 32, 3, 2
378 230 166
1.326 0.807 0.583
Titanium 900
14, 27 19, 32, 2.5 18, 32, 3, 2
378 230 166
0.68 0.414 0.298
Carbon composite 1200
12, 24 16, 28, 2 16, 28, 2.5, 2
288 160 126
0.195 0.108 0.085
Glass composite 1000
13, 26 18.5, 31.5, 2.75 19, 32, 2.5, 2
338 245 149
0.289 0.209 0.127
Examples - Bending
• Transverse load: P = 2250 N
• Factor of Safety = 1.5
• Length of the member = 450 mm
• Bending moment, MB = b x Zb
b = Bending Stress, Zb = Section modulus
26. Examples - Torsion
• Torsional load: MT = 400 Nm
• Factor of Safety = 1.5
• Length of the member = 450 mm
Material
Shear Stress
N/mm2
Shape Topology
d d,t
Aluminium 230
d = 23.67 30, 2.5
A = 440 mm2 216
W = 0.792 Kg 0.272
Steel 520
18.0 23, 2
255 132
0.895 0.463
Titanium 520
18.0 23, 2
255 132
0.458 0.238
Carbon composite 350
20.6 26, 2.25
334 168
0.225 0.114
Glass composite 300
21.66 27, 2.5
369 193
0.315 165
• Torsional Load, MT = x Zt
= Torsional Stress, Zt = Section modulus
27. Broad steps for Optimum Design
Define the loads and its criticality at the given cross section.
Select the optimum geometry for the critical load.
Select the material and the lay-up sequence for the strength or
stiffness or combination depending the requirement.
Check the cross section for the combined loads.
34. April 2009
NSACT-2009
34
QUALIFICATION PROCESS
• THE BUILDING BLOCK APPROACH FOR QUALIFICATION INVOLVES:
• CONSTITUENT TESTING: TO EVALUATES INDIVIDUAL PROPERTIES OF
FIBRES, FIBRE FORMS, MATRIX MATERIALS, AND FIBRE-MATRIX PRE-
FORMS.
• LAMINA TESTING:TO EVALUATES PROPERTIES OF THE FIBRE AND MATRIX
TOGETHER IN THE COMPOSITE MATERIAL FORM. KEY PROPERTIES
INCLUDE LAMINA TENSILE, COMPRESSIVE & SHEAR STRENGTHS AND
MODULI.
• LAMINATE TESTING: THIS CHARACTERISES THE RESPONSE OF THE
COMPOSITE MATERIAL IN A GIVEN LAMINATE DESIGN. KEY PROPERTIES
INCLUDE TENSILE, COMPRESSIVE & SHEAR STRENGTHS AND MODULI,
INTERLAMINAR FRACTURE TOUGHNESS, AND FATIGUE RESISTANCE.
• STRUCTURAL ELEMENT TESTING: THIS EVALUATES THE ABILITY OF THE
MATERIAL TO TOLERATE COMMON LAMINATE DISCONTINUITIES. KEY
PROPERTIES FOR THE AEROSPACE INDUSTRY, INCLUDE OPEN AND FILLED
HOLE TENSILE & COMPRESSIVE STRENGTHS, COMPRESSION AFTER
IMPACT STRENGTH, AND JOINT BEARING AND BEARING BYPASS
STRENGTHS.
• STRUCTURAL SUBCOMPONENT OR FULL-SCALE TESTING: THIS TESTING
EVALUATES THE BEHAVIOR AND FAILURE MODE OF INCREASINGLY MORE
COMPLEX STRUCTURAL ASSEMBLIES WHICH ARE STRUCTURE AND
APPLICATION DEPENDENT.
38. April 2009
NSACT-2009
38
STRUCTURAL TESTS
Static Strength & Fatigue
Tests on Components,
Sub-assemblies & Full
Airframe
MAJOR COMPONENTS
Metallic & Composite Tail boom
Horizontal Stabiliser
Transmission Deck
Breakaway Fuselage
39. April 2009
NSACT-2009
39
“THE ROTORCRAFT MUST BE DESIGNED
TO ENSURE CAPABILITY OF CONTINUED
SAFE FLIGHT AND LANDING (FOR
CATEGORY A) AFTER IMPACT WITH A 2.2
LB (1.0 KG) BIRD AT SPEEDS EQUAL TO
VNE OR VH (WHICHEVER IS LESS) AT
ALTITUDES UP TO 8,000 FEET…”
COMPLIANCE
ONE KG BIRD HIT WAS DEMONSTRATED
ON THE 12 MM THICK WINDSHIELD AT
VELOCITIES OF 260 KMPH
Bird Strike Test on ALH at GTRE, Bangalore
BIRD STRIKE TESTS
40. April 2009
NSACT-2009
40
VIBRATION TEST (SHAKE TEST)
• TO DETERMINE NATURAL FREQUENCY,
MODE SHAPE AND DAMPING
• MEASUREMENT OF RESPONSE
CHARACTERISTICS
• TEST SYSTEM CONSISTS OF THE
FOLLOWING:
• 6 CHANNEL EXCITATION
• 256 CHANNEL RESPONSE
MEASUREMENT
• PC BASED DATA ACQUISITION &
ANALYSIS
• IDENTIFICATION OF NATURAL
FREQUENCIES BY MODE INDICATOR
FUNCTION METHOD
43. April 2009
NSACT-2009
43
MAIN ROTOR BLADE
Aerofoil region Collar SpoonTip
Steel Cap
Carbon / Epoxy Skin
Form Core
Carbon / Epoxy Channel
E-Glass / Epoxy SparLead Mass
44. April 2009
NSACT-2009
44
FLAPWISE STIFFNESS
DISTRIBUTION
0
2
4
6
8
10
12
0 1 2 3 4 5 6 7
RADIUS
FLAPWISESTIFFNESS
LEAD-LAG STIFFNESS
DISTRIBUTION
0
5
10
15
20
25
30
35
40
0 1 2 3 4 5 6 7
RADIUS
LEAD-LAGSTIFFNESS
STIFFNESS DISTRIBUTION IN FLAP AND LEAD LAG
DIRECTION OF MAIN ROTOR BLADE OF ALH
MAIN ROTOR DYNAMIC CHARACTERISTICS
45. April 2009
NSACT-2009
45
STIFFNESS DISTRIBUTION IN
TORSION ALONG THE RADIUS
MAIN ROTOR DYNAMIC CHARACTERISTICS
TORSIONAL STIFFNESS
DISTRIBUTION
0
1
2
3
4
5
6
7
8
9
0 2 4 6 8
RADIUS
TORSIONAL
STIFFNESS
MAIN ROTOR BLADE
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
0 10 20 30 40 50 60 70 80 90 100 110 120
Rotor Speed, %
NaturalFreq.(Hz)
I FLAP II FLAP III FLAP
I LAG II LAG I TORSION
1 OMEGA 2 OMEGA 3 OMEGA
4 OMEGA 5 OMEGA 6 OMEGA
MRWT Series13 Series14
Series15 Series17
1
6
5
4
3
2
MAIN ROTOR RESONANCE
DIAGRAM
46. April 2009
NSACT-2009
46
MAIN ROTOR BLADE TESTING
MAIN ROTOR BLADE – STATIC & FATIGUE
Root & Transition Section
Constant Section : Tension- Torsion
Constant Section: Resonance Test
Blade Root section test
Tension-Torsion test
Resonance test
47. April 2009
NSACT-2009
47
WHIRL TOWER TESTS
• Dynamic balancing & tracking
of blades, measurement of
rotor performance, loads
• Over speed tests & endurance
tests
MAIN ROTOR SYSTEM TESTING
48. April 2009
NSACT-2009
48
COMPONENTS TESTED
MRB
TRB
RADOME
FUSELAGE PANELS
Lightning strike tests on Rotors of ALH at
CABS, Bangalore
High Voltage Test on Radome
Test Setup for Direct Effects Test
on Tail Rotor Blade
High Current Test Wave Form
Applicable current wave forms
LIGHTNING PROTECTION TESTS FOR DIRECT EFFECTS
49. April 2009
NSACT-2009
49
GROUND TEST VEHICLE (GTV)
A HELICOPTER, COMPLETE IN ALL
RESPECTS, IS ANCHORED TO THE
GROUND
TESTS DONE ON ROTOR DRIVE
SYSTEM AND CONTROL SYSTEM TO
ESTABLISH RELIABILITY
50 HOURS OF ENDURANCE BEFORE
FIRST FLIGHT
A TOTAL OF 400 HOURS CARRIED OUT
FOR CERTIFICATION
51. April 2009
NSACT-2009
51
PT – 1
900 Hours
502 Hours
FIVE PROTOTYPES
FLIGHT TESTED
FOR DEVELOPMENT &
CERTIFICATION PROGRAME
LOGGED MORE THAN
2750 FLIGHT HOURS
PT – 2
PT – A
PT –N
PT –C
FLIGHT TESTS
DEVELOPMENT AND CERTIFICATION
52. April 2009
NSACT-2009
52
TO & Landing at highest Helipad
(4750 M ALTITUDE)
SHIP DECK LANDING
SLITHERING UNDER SLUNG LOAD
ALH: TRIALS WITH
INFLATED FLOATATION GEAR
Operational capabilities
54. April 2009
NSACT-2009
54
OPERATIONAL FEEDBACK
• EVEN THOUGH A SYSTEMATIC APPROACH IS FOLLOWED FOR DESIGN AND
DEVELOPMENT OF COMPONENT / SYSTEM, CERTAIN DEFICIENCIES SURFACE UP
DURING SERVICE OPERATIONS DUE TO VARIOUS FACTORS SUCH AS PRODUCTION
VARIATION, OPERATIONAL HANDLING, ASSEMBLY VARIATIONS OR LAPSE IN
MAINTENANCE.
• THE CHALLENGE IS TO REACH THE ULTIMATE FULFILLMENT OF PRODUCT DESIGN
TO THE SATISFACTION OF THE END USER IN TERMS OF ITS PERFORMANCE, SAFETY,
RELIABILITY, MAINTAINABILITY AND COST-EFFECTIVENESS.
• OPERATIONAL FEEDBACK ON THE ABOVE ASPECTS HELPS IN OPTIMISING THE
PRODUCT’S IN-SERVICE UTILIZATION.
• IN ORDER TO FOCUS ATTENTION ON SUCH CRITICAL ISSUES, A FOOL-PROOF
MECHANISM IS REQUIRED TO COLLECT, COMPILE AND ANALYSE OPERATIONAL
FEEDBACK.
• IN THIS REGARD, A TYPICAL CASE STUDY ON THE MAIN ROTOR BLADE
OPERATIONAL EXPERIENCE AND THE CORRECTIVE ACTION TAKEN FOR THE
PRODUCT IMPROVEMENT IS HIGHLIGHTED.
55. April 2009
NSACT-2009
55
MAIN ROTOR BLADE
Delamination Region
During CT scan low CT density was noticed near collar region on a blade
during 500 hrs service
Low CT values indicate probable debond in the midplane.
57. April 2009
NSACT-2009
57
ANALYSIS
The influence of the debond in respect of structural
integrity and functionality with regard to blade
dynamics has been analysed.
The stress analysis has been carried out for the limit
loads for the critical cross section with and without
mid-plane debond.
BASELINE
With debond
60. Conclusion
From the stress analysis of MR blade collar section following observation are made:
Influence on the stress level due to mid plane & vertical debond on section R = 850
mm is:
No significant change in normal and shear stress in the spar and skin.
No significant change in normal stress in collar cap, however there in an increase
in shear stress.
The maximum stresses in spar, skin and collar cap obtained on fully debonded
configuration for limit load are within the material allowable indicating the structural
integrity of collar region of the blade is not jeopardised.
Change in the stiffness of the cross section due to debond between station 710 R to
850 R is small.
Based on Analysis and Testing, Blades with Horizontal and Vertical/slant/ lines
observed in CT scan can be allowed to operate further without affecting flight safety
until perceivable delamination in collar /skin area is noticed.
61. April 2009
NSACT-2009
61
CONCLUSIONS
• A SYSTEMATIC BUILDING BLOCK APPROACH HAS BEEN EVOLVED OVER THE YEARS FOR
DESIGN AND QUALIFICATION OF COMPOSITE PARTS CONSIDERING THE MATERIAL,
MANUFACTURING PROCESS AND QUALITY CONTROL.
• THE COMPOSITE COMPONENTS HAVE FOLLOWED THE BUILDING BLOCK APPROACH FOR
DESIGN AND QUALIFICATION.
• EVEN THOUGH A SYSTEMATIC APPROACH IS FOLLOWED FOR DESIGN AND DEVELOPMENT
OF COMPONENT / SYSTEM, CERTAIN DEFICIENCIES SURFACE UP DURING SERVICE
OPERATIONS DUE TO VARIOUS FACTORS SUCH AS PRODUCTION VARIATION, OPERATIONAL
HANDLING, ASSEMBLY VARIATIONS OR LAPSE IN MAINTENANCE.
• THE COMPOSITE DESIGN CHALLENGE AND WAY AHEAD IS TO HAVE AN INTEGRATED
APPROACH IN THE DISCIPLINE OF MATERIAL SELECTION, ANALYSIS, MANUFACTURING
PROCESS, QUALITY CONTROL AND MAINTENANCE. EVERY DISCIPLINE NEEDS TO
COMPLIMENT EACH OTHER TO OVERCOME THE LIMITATION AND REACH TOWARDS THE
EFFICIENT UTILIZATION OF COMPOSITES TO KEEP THE OVERALL LIFE CYCLE COST TO A
MINIMUM.