21st Century Roof Crush Solutions - Steel Industry News .../media/Files/Autosteel/Great Designs in...
Transcript of 21st Century Roof Crush Solutions - Steel Industry News .../media/Files/Autosteel/Great Designs in...
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21st Century Roof Crush Solutions
Paul McKuneNoble International
Acknowledgements: Brandon Landino (Noble) and Sheng-Dong Liu (Generalety)
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Roof Crush Model Major Roof Crush Components Next Generation Roof Crush Solutions
A. Upgage Only B. AHSS and Upgage
C. Hot Stamping D. A/B Pillar Tubes
E. Roll Formed Roof RailsF. Hydroformed Roof Rails
G. Hot Metal Gas Formed Roof RailsH. P-Tech Roof Rails
Laser Welded Blanks Conclusions
Agenda
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Roof Crush Model
Previous Generation BOF SUV Unloaded Vehicle Weight > 4000 lbs Full Vehicle Model was obtained from Univ. of Kentucky and
enhanced for roof crush simulations
Model Set-up
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Body Side Outer
D-Pillar Outer
C-Pillar Inner
A - Pillar Inner
B-Pillar Inner
Hinge Pillar Inner B-Pillar Outer
Hinge Pillar Outer
Major Roof Crush Components
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Front Header Inner/Outer
Roof Bow #1Roof Bow #2
Roof Bow #3
Rear Header Inner/Outer
Roof Rail Inner
Major Roof Crush Components (cont.)
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Internal Energy Animation
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Key Components Baseline
Front Header Inner0.8 mm HS300 Roof Bow #1
2.2 mm HR HS300
Roof Rail Inner1.3 mm HS350
C-Pillar Inner0.9 mm HS250
A - Pillar Inner1.1 mm HS350
B-Pillar Outer1.6 mm HS350
Hinge Pillar Outer1.3 mm HS350
B-Pillar Inner1.0 mm Mild
0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00
Displacement (Inch)
Roo
f Cru
sh R
esis
tanc
e
~ 1.5X GVW @ 3 Displacement
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Front Header Inner1.4 mm HS300 Roof Bow #1
2.2 mm HR HS300
Roof Rail Inner1.6 mm HS350
C-Pillar Inner0.9 mm HS250
A - Pillar Inner1.6 mm HS350
B-Pillar Outer1.6 mm HS350
Hinge Pillar Outer1.4 mm HS350
B-Pillar Inner1.6 mm HS350
Option 1 Upgage Most Components
0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00
Displacement (Inch)
Roo
f Cru
sh R
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tanc
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baselineupgage-baseline
Vehicle Mass Addition: 5.15 kgImprovement: 27.7% @ 3Target: 67% @ 3 (2.5X GVW)
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Front Header Inner1.4 mm DP600 Roof Bow #1
2.2 mm HR HS350
Roof Rail Inner1.3 mm DP600
C-Pillar Inner0.9 mm HS350
A - Pillar Inner1.6 mm DP600
B-Pillar Outer1.6 mm Boron
Hinge Pillar Outer1.4 mm HS350
B-Pillar Inner1.6 mm DP780
Option 2 Use AHSS and Upgage
0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00
Displacement (Inch)
Roo
f Cru
sh R
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tanc
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baselineAAHS-baselineupgage-baseline
Vehicle Mass Addition: 4.32 kgImprovement: 44.6% @ 3
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Solution #1 AHSS + Hot Stampings
Front Header Inner1.2 mm DP600
Roof Bow #12.2 mm HS350
Roof Rail Inner1.8 mm Boron
C-Pillar Inner1.3 mm HS350
A - Pillar Inner1.8 mm Boron
B-Pillar Outer2.0 mm Boron
Hinge Pillar Outer1.4 mm HS350
B-Pillar Inner1.6 mm DP780
0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00
Displacem ent (Inch)
Roo
f Cru
sh R
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tanc
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base lineBoron-base line3
Vehicle Mass Addition: 12.7 kgImprovement: 67% @ 3
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Solution #1 Design Considerations
Can meet 2.5X GVW with no additional parts Excellent application for B-pillar Outer since both roof crush and side impact
performance are enhanced No changes to current assembly process Mass addition to vehicle is higher than other solutions Tooling and capital cost can be a factor This is the only solution that requires upgaging the C-Pillar to meet target
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Solution #2 AHSS + A/B Pillar Tubes
Front Header Inner1.4 mm DP600 Roof Bow #1
2.2 mm HR HS350
Roof Rail Inner1.3 mm DP600
C-Pillar Inner0.9 mm HS350
A - Pillar Inner1.6 mm DP600
B-Pillar Outer1.6 mm Boron
Hinge Pillar Outer1.4 mm HS350
B-Pillar Inner1.6 mm DP780
A - Pillar Tube2.0 mm DP780
B - Pillar Tube2.0 mm DP780
0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00
Displacement (Inch)
Roo
f Cru
sh R
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tanc
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AHSS-baseline+ABtubebaseline
Vehicle Mass Addition: 8.0 kgImprovement: 72% @3
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Solution #2Internal Energy Animation Comparison
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Solution #2 Design Considerations
B-Pillar Tube
A-Pillar Tube
Can meet 2.5X GVW with minimal mass addition to the vehicle
Prevents buckling at A/B Pillars More effective solution for cars than SUVs No changes to current assembly process Can be press-formed from AHSS or Usibor Low tooling cost
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Solution #3 AHSS + RFRR + BP Tube
Front Header Inner1.2 mm DP600
Roof Bow #12.2 mm HR HS350
Roof Rail Inner1.2 mm DP600
C-Pillar Inner0.9 mm HS350
A - Pillar Inner1.6 mm DP600
B-Pillar Outer1.6 mm Boron
Hinge Pillar Outer1.4 mm HS350
B-Pillar Inner1.4 mm HS350
RF Roof Rails1.6 mm M190
B - Pillar Tube2.0 mm DP780
0 . 0 0 0 . 5 0 1 . 0 0 1 . 5 0 2 . 0 0 2 . 5 0 3 . 0 0 3 . 5 0 4 . 0 0 4 . 5 0 5 . 0 0
D is p la c e m e n t ( In c h )
Roo
f Cru
sh R
esis
tanc
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A H S S -b a s e lin e + R F R R + B tu b eb a s e lin e
Vehicle Mass Addition: 11.3 kgImprovement: 75% @ 3
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Solution #3 AHSS+RFRR+BP Tube
Front Header Inner1.4 mm DP600
Roof Bow #12.2 mm HR HS350
Roof Rail Inner1.4 mm DP600
C-Pillar Inner0.9 mm HS350
A - Pillar Inner1.7 mm DP600
B-Pillar Outer1.7 mm Boron
Hinge Pillar Outer1.4 mm HS350
B-Pillar Inner1.6 mm DP780
RF Roof Rails1.6 mm M190
B - Pillar Tube2.0 mm DP780
0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00
Displacement (Inch)
Roo
f Cru
sh R
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tanc
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AHSS-baseline+RFRR+Btube2baseline
Vehicle Mass Addition: 13.3 kgImprovement: 87% @ 3 (2.8XGVW)
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Solution #3 Design Considerations
Roll-formed Roof Rail
Roll-formed A-Pillar Reinforcement
Roll-formed M190 (Martensitic) UHSS No changes to current assembly process Need to be designed into vehicle early since constant
mating surface is required at weld flanges Secondary operations can be performed (sweep, holes, etc)
but should be minimized to reduce cost Low tooling cost
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Solution #4 AHSS + HRR + BP Tube
Front Header Inner1.2 mm DP600 Roof Bow #1
2.2 mm HR HS350
Roof Rail Inner1.2 mm DP600
C-Pillar Inner0.9 mm HS350
A - Pillar Inner1.4 mm DP600
B-Pillar Outer1.6 mm Boron
Hinge Pillar Outer1.4 mm HS350
B-Pillar Inner1.4 mm DP780
HydroformedRoof Rail1.4 mm DP600
0 . 0 0 0 . 5 0 1 . 0 0 1 . 5 0 2 . 0 0 2 . 5 0 3 . 0 0 3 . 5 0 4 . 0 0 4 . 5 0 5 . 0 0
D is p la c e m e n t ( In c h )
Roo
f Cru
sh R
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tanc
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A H S S - b a s e lin e + H R Rb a s e lin e
Vehicle Mass Addition: 13.0 kgImprovement: 87% @ 3
B - Pillar Tube2.0 mm DP780
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Solution #4 AHSS + HRR + BP Tube
Front Header Inner1.4 mm DP600
Roof Bow #12.2 mm HR HS350
Roof Rail Inner1.3 mm DP600
C-Pillar Inner0.9 mm HS350
A - Pillar Inner1.7 mm DP600
B-Pillar Outer1.7 mm Boron
Hinge Pillar Outer1.4 mm HS350
B-Pillar Inner1.6 mm DP780
B - Pillar Tube2.0 mm DP780
HydroformedRoof Rail1.6 mm DP600
0 . 0 0 0 . 5 0 1 . 0 0 1 . 5 0 2 . 0 0 2 . 5 0 3 . 0 0 3 . 5 0 4 . 0 0 4 . 5 0 5 . 0 0
D is p la c e m e n t ( In c h )
Roo
f Cru
sh R
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tanc
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b a s e li n eA H S S - b a s e li n e + H R R + B t u b e
Vehicle Mass Addition: 16.3 kgImprovement: 99.4% @ 3 (3XGVW)
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Solution #4 Design Considerations
Can form complex shapes for more flexible design Reduced part count DP780 is currently highest strength steel that can be Hydroformed Complex assembly process Freight cost is a factor Tooling and capital cost can be a factor
Hydroformed Roof Rail
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Solution #5 HMGF Roof Rail
Front Header Inner1.2 mm DP600
Roof Bow #12.2 mm HR HS350
Roof Rail Inner1.1 mm DP600
C-Pillar Inner0.9 mm HS350
A - Pillar Inner1.2 mm DP600
B-Pillar Outer1.6 mm Boron
Hinge Pillar Outer1.4 mm HS350
B-Pillar Inner1.2 mm DP780
HMGF Roof Rail1.0 mm Boron
B - Pillar Tube2.0 mm DP780
Vehicle Mass Addition: 9.25 kgImprovement: 103% @ 3
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Solution #5 HMGF Roof Rail
Can form complex shapes for more flexible design Reduced part count Boron UHSS Complex assembly process Freight cost is a factor Improved tooling and capital cost compared to Hydroforming
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Solution #6 - P-Tech Roof Rail + A/B Rnf
Front Header Inner1.2 mm DP600
Roof Bow #12.2 mm HR HS350
Roof Rail Inner1.1 mm DP600
C-Pillar Inner0.9 mm HS350
A - Pillar Inner1.2 mm DP600
B-Pillar Outer1.6 mm Boron
Hinge Pillar Outer1.4 mm HS350
B-Pillar Inner1.2 mm HS350
P-Tech Roof Rail1.0 mm Boron
B - Pillar Tube2.0 mm DP780
RF A-Pillar Rnf1.2 mm M190
0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00Displacement (Inch)
Roo
f Cru
sh R
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tanc
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baselinePTtube+RFAP+Btube2
Vehicle Mass Addition: 8.7 kgImprovement: 103% @ 3
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Solution #6 Design Considerations
Most mass efficient solution Roll-formed Usibor UHSS Ends of constant closed section are press-formed after heating to ~ 920 deg C. Similar assembly process to Hydroformed Roof Rail Secondary operations can be performed (sweep, holes, etc) but should be
minimized to reduce cost Improved tooling and capital cost compared to Hydroforming or Hot Stamping
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Hinge Pillar OuterA
B
Blank AThickness = 1.4 mmMaterial Utilization = 2.8 kg
Blank BThickness = 1.2 mmMaterial Utilization = 7.0 kg
Baseline Monolithic Rectangular BlankThickness = 1.4 mmTotal Material Used = 11.1 kg/veh
Total Material Used = 9.8 kg/vehMaterial Savings = 1.3 kg/vehWeight Savings = 0.8 kg/veh
Roof Rail Inner
Laser Welded Blanks
Baseline Monolithic Developed BlankThickness = 1.8 mmTotal Material Used = 13.7 kg/veh
A
B
Blank AThickness = 1.8 mmMaterial Utilization = 4.3 kg
Blank BThickness = 1.2 mmMaterial Utilization = 1.5 kg
Total Material Used = 11.1 kg/vehMaterial Savings = 2.6 kg/vehWeight Savings = 0.8 kg/veh
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Laser Welded Blanks (cont.)
C-Pillar Inner
Baseline Monolithic Developed BlankThickness = 1.3 mmTotal Material Used = 29.2 kg/veh
A
B
Blank AThickness = 1.3 mmMaterial Utilization = 3.1 kg
Blank BThickness = 0.7 mmMaterial Utilization = 6.4 kg
Total Material Used = 19 kg/vehMaterial Savings = 10.2 kg/vehWeight Savings = 4.8 kg/veh
Baseline Monolithic Developed BlankThickness = 2.0 mmTotal Material Used = 19.5 kg/veh
B-Pillar Outer A
B Blank BThickness = 2.0 mmMaterial Utilization = 2.0 kg
C
Blank AThickness = 1.6 mmMaterial Utilization = 0.9 kg
Total Material Used = 15.6 kg/vehMaterial savings = 3.9 kg/vehWeight savings = 1.8 kg/veh
Blank CThickness = 1.6 mmMaterial Utilization = 4.9 kg
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Laser Welded Blanks (cont.)
Baseline Monolithic Developed BlankThickness = 0.9 mmMaterial Utilization = 83 kg/veh
Body Side Outer A
B
C
Blank A DP500Thickness = 0.9 mmMaterial Utilization = 7.5 kg
Blank BThickness = 0.9 mmMaterial Utilization = 8.5 kg
Total Material Used = 70.4 kg/vehMaterial Savings = 12.6 kg/vehIndirect Weight Savings ~ 6.0 kg
Blank CThickness = 0.9 mmMaterial Utilization = 19.2 kg
LWB Savings Summary Total Mass Savings: 14.2 kg / Veh Total Steel Savings: 30.6 kg / Veh
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A good body structure will add less than 8.0 kg to the vehicle to improve roof
crush resistance from 1.5 to 2.5X GVW, and less than 16 kg to improve roof
crush resistance from 1.5 to 3.0X GVW.
AHSS is necessary to meet new roof crush requirements at lower mass.
There are many roof crush solutions available and good results can be
achieved by using different combinations.
The P-Tech Roof Rail solution was the most mass efficient solution for the vehicle
tested and could be applied at a lower cost penalty than most other solutions.
Vehicle volume is an important factor in determining the best roof crush solution due
to tooling cost impact.
Much of the weight added to meet higher roof crush requirements can be taken
back out using Laser Welded Blanks at little or no cost penalty.
Conclusions
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