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  • w w w . a u t o s t e e l . o r g

    21st Century Roof Crush Solutions

    Paul McKuneNoble International

    Acknowledgements: Brandon Landino (Noble) and Sheng-Dong Liu (Generalety)

  • w w w . a u t o s t e e l . o r g

    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

  • w w w . a u t o s t e e l . o r g

    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

    esis

    tanc

    e

    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

    esis

    tanc

    e

    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

    esis

    tanc

    e

    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

    esis

    tanc

    e

    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

    e

    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

    esis

    tanc

    e

    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

    esis

    tanc

    e

    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

    esis

    tanc

    e

    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

  • w w w . a u t o s t e e l . o r g

    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

  • w w w . a u t o s t e e l . o r g

    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

  • w w w . a u t o s t e e l . o r g

    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

  • w w w . a u t o s t e e l . o r g

    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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