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Development of a Building Block Approach for Crashworthiness Testing of Composites Dan Adams University of Utah FAA JAMS 2018 Technical Review May 24, 2018

Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

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Page 1: Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

Development of a Building Block Approach

for Crashworthiness Testing of Composites

Dan AdamsUniversity of Utah

FAA JAMS 2018 Technical ReviewMay 24, 2018

Page 2: Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

FAA Sponsored Project Information

2

• Principal Investigators:Dr. Dan Adams

• Graduate Student Researchers:Mark Perl Dalton Ostler Michael Terry

• FAA Technical Monitor:Allan Abramowitz

• Collaborators:Boeing: Mostafa Rassaian, Kevin Davis Engenuity, LTD: Graham Barnes Hexcel: Audrey Medford

Page 3: Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

Overview:

3

CMH-17 Crashworthiness Working Group

• Founded in 2005

• Original focus on automotive composites

• Current focus on aviation applications

• Testing, Analysis, and Certification subgroups

• Two previous exercises/phases in testing & analysis

• Current focus: Phase III crashworthiness building block exercise

– Monthly teleconferences– Meet at CMH-17: Charleston, SC, Tues July 31, 1:30-5:45

Page 4: Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

Floor Beam

Stanchion #3

Frame & Skin

• Central assembly consisting of four primary members

4

• Stanchion #3(primary crush member)

• Floor beam• Frame• Skin

• Initial sizing based on 6g vertical loading condition(Altair Engineering)• Cross section geometry• Laminate ply orientations• Laminate thickness

Current CMH-17 Challenge Problem:Composite Cargo Floor Stanchion

Page 5: Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

Traditional Design: Use of 0°, ±45°, and 90° plies Material: IM7/8552 unitape prepregGeometry: C-channel Laminate: “Hard” laminate

• 50% 0°, 25% ±45°, 25% 90° (50/25/25)• 16 plies (@ 0.0072 in.), 0.115 in. thickness

Floor Beam

Stanchion

Frame & Skin

Primary Crush Member:C-Channel Stanchion

5

Page 6: Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

Initial Testing Activities:Laminate Design for Crashworthiness

• Flat-coupon crush testing• Tailor laminate to achieve stable

crush, high energy absorption• Mini round-robin to evaluate

proposed crush test fixturesand draft standard

Design-value development

Componenttests

Sub-component tests

Structural elements tests

Allowable development

Material specification development Material propertyevaluation

Material screening and selection

F u ll-

scale te s ts Analysis validation

6

Page 7: Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

Flat Coupon Crashworthiness Testing:What will these tests provide?

Specific Energy Absorption (SEA):Energy absorbed per unit mass of crushed material• Usefulness typically limited to material/laminate

screening and ranking purposesEnergyabsorbed

Sustained Crush Stress: Average crush load divided by the specimen cross sectional area• A measure of the crashworthiness of

a composite material/laminate• Useful in the design of crush structures

Compression Crush Ratio: Ratio of compression strength to the sustained crush stress• An indicator of the likelihood of the composite

material crushing in a stable manner

7

Page 8: Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

Previous Research Results:Crush Modes Affect Energy Absorption

Fiber Splaying• Long axial cracks• Frond formation• Delamination

dominated

Fragmentation• Short axial cracks• Shear failure from

compressive stresses• Extensive fiber fracture

Brittle Fracture• Intermediate length

cracks• Combines characteristics

from other failure modes

EnergyAbsorption

8

Page 9: Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

Flat Coupon Crush Testing:Unsupported and Pin-Supported

Unsupported Testing For Flat Sections

Pin-Supported TestingFor Curved Sections & Corners

• Measure SEA and Crush Stress for both support conditions

• For use in crush predictions of structural members

9

Page 10: Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

“Hard” Laminates (50/25/25) to be tested:• [902/±45/04]S

• [902/02/±45/02]S

• [90/+45/02/90/-45/02]S

• [±45/902/04]S

• [±45/90/0/90/03]S

Stiffest plies at midplane

High SEA in previous study

Ply dispersion while maintaining SEA

45’s on outside, high SEA previous study

45’s on outside, greater ply dispersion

Hybrid laminates – with fabric layers• [(0/90)f/±45/02]S

• [(±45)f/902/04]S

• [(±45)f/90/0/90/03]

0/90 Fabric layer on outside

±45 fabric layer on outside

Outer fabric layer, greater ply dispersion

Stanchion #3

Laminate Design for Crashworthiness:(50 25 25) Hard Laminate

10

Page 11: Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

Flat Coupon Crush Test Results:

Hard Laminates

• 50% 0°, 25% ±45°,25% 90°

• No significant difference due to fabric layers in Hybrid laminates

• Minimal variation

between laminates investigated

• Two laminates selected for further investigation

All laminates produced good energy absorption80706050403020100

Hard Laminates Hybrid Hard Laminates

SEA(

kJ/kg

)

Unsupported Pin‐Supported

11

Page 12: Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

80706050403020100

Quasi‐Isotropic Hybrid Quasi‐ Isotropic

SEA(

kJ/kg

)

Unsupported Pin‐Supported •No significant difference due to fabric layers in hybrid laminates

•Minimal variation in pin-supported tests

Fewer 0° plies produces lower SEA

Flat Coupon Crush Test Results:Quasi-Isotropic Laminates

Page 13: Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

0

10

20

30

40

50

60

70

80

[±45

/90₂

/0₄]s

[90₂

/±45

/0₄]s

[±45

/90/

0/90

/0₃]s

[90₂

/0₂/±

45/0₂]s

[90/

+45/

0₂/9

0/‐4

5/0₂

]s

[(0/9

0)f₂/

±45/

0₄]s

[(±4

5)f₂/

90/0

/90/

0₃]s

[(±4

5)f₂/

90₂/0₄]s

[90/

±45/

0]₂s

[(±45

)₂/90₂/0₂]s

[90₂

/(±45

)₂/0₂

]s

[±45

/90/

0]₂s

[(±4

5)f₂/

(±45

)f₂/9

0₂/0₂]s

[(0/9

0)f₂/

±45/

90/±

45/0

]s

Hard Laminates Hybrid Hard Laminates

Quasi‐Isotropic Hybrid Quasi‐ Isotropic

SEA

(kJ/

kg)

Unsupported Pin‐Supported

Flat Coupon Crush Test Results:Laminate Comparison

13

Page 14: Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

• IM7/8552 unitape prepreg, 190 gsm• [902/02/±45/02]s and [90/+45/02/90/-45/02]S

• “hard” laminate• 0.25 in. corner radius• Layup and cure in accordance

with NCAMP specifications

C-Channel Stanchion Crush Testing:Specimen Manufacturing

Page 15: Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

Current Focus:C-Channel Crush Testing

• University of Utah instrumented drop-weight impact tower

• High-speed video of crush process

• [902/02/±45/02]s and

15

[90/+45/02/90/-45/02]S

“hard” laminates• Results to be used

to assess numericalmodeling capabilities

Page 16: Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

• Use of “double dog-bone” specimen• Dynamic compression test fixture similar

to crush fixture

• Variable drop height to control strain rate• High crosshead mass used to ensure

constant strain rate over test duration• Digital Image Correlation used

to determine strain rate• Used to investigate changes

in modulus and strength atstrain rates between 5-30 ɛ/sec

Dynamic Materials Characterization:

Compression Testing

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Page 17: Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

• Modification to V-Notched Rail Shear Test,ASTM D7078

• Compression loaded• Use in drop tower

• Allows for testing of various laminates

• Use of Digital Image Correlation (DIC) to measure strains during testing

• Challenges with inertial effects producing load oscillations

Dynamic Materials Characterization:

V-Notched Shear Testing

17

Page 18: Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

• Compression-loaded fixture produces tension load in specimen• Dynamic analog toASTM

D3518• Use of ±45° laminate• Tension loaded• Load using drop tower

• Use of Digital Image Correlation (DIC) to measure strains during testing

Dynamic Materials Characterization:±45° Tensile Shear Testing

18

Page 19: Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

Stanchion #3

• Stanchion bolted to the upper floor and lower frame

• Bearing failure possible at bolted connection

• Investigate dynamic bearing strength and bearing crush behavior

19

Current Focus:Dynamic Bearing Testing

Page 20: Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

• Single fastener/single shear bearing test

• Use of Univ. of Utah flat coupon crush test fixture

• 0.25 in. diameter steel fastener• Test specimen bolted to steel

block

• Compression loaded• Quasi-static: 0.4 in/min• Dynamic: 12 ft/sec

(drop-weight impact)

Test Procedure:

Dynamic Bearing Testing

20

Page 21: Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

0

5

10

15

20

25

0 5 20

Forc

e(k

N)

10 15Displacement (mm)

[90/+45/0₂/90/-45/0₂]s Laminate

Dynamic Static

A vg . D yn a m ic P e a k Force 1 8 .0 kN

A v g . S ta tic P e a k F o rce 1 5 .7

• Initial load peak (bearing strength) followed by progressive crush

21

• Dynamic bearing strength 10-20% higher than quasi-static

Initial Test Results:Dynamic Bearing Testing

Page 22: Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

Dynamic Bearing Testing:Energy Absorption

• Minimal differencein SEA value fromstatic and dynamictesting• Significantly

higher SEAthan obtained for laminate crush

22

Page 23: Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

Dynamic Bearing Testing:Energy Absorption

• Minimal differencein SEA value fromstatic and dynamictesting• Significantly

higher SEAthan obtained for laminate crush• SEA based on

width of fastener (0.25 in.) and crush displacement

23

Page 24: Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

BENEFITS TO AVIATION

24

• Building block approach for composite crashworthiness

• Development of coupon-level testing to assess crashworthiness of composite materials and laminates

• Documentation of building block exercise in CMH-17

• Dissemination of research results through FAA technical reports and conference/journal publications

Page 25: Development of a Building BlockApproach for …depts.washington.edu/amtas/events/jams_18/presentations/... · 2018-06-11 · Overview: 3 CMH-17 Crashworthiness WorkingGroup • Founded

Thank you for your attention!

Questions?