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w w w . a u t o s t e e l . o r g Lightweight door ring concepts using hot stamped laser welded blanks Presenter: Gagan Tandon ArcelorMittal Tailored Blanks Americas Co-Author: Ivan Viaux ArcelorMittal Global R&D Montataire

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Page 1: Lightweight door ring concepts using hot stamped laser .../media/Files/Autosteel/Great...w w w . a u t o s t e e l . o r g Lightweight door ring concepts using hot stamped laser welded

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Lightweight door ring concepts using hot stamped laser

welded blanks

Presenter: Gagan Tandon

ArcelorMittal Tailored Blanks Americas

Co-Author: Ivan Viaux

ArcelorMittal Global R&D Montataire

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Table of contents

1. Introduction

Usibor®1500 Hot Stamped Laser Welded Blanks (HS LWB)

2. Details of Pick-up crash behavior and performances

1. IIHS MDB side impact

2. FMVSS 214 pole side impact – 50th and 5th percentile dummy

3. IIHS roof crush

3. Process validation

4. Design efficiency

5. Conclusions

Journey to 54.5 mpg by 2025 with lighter, stronger cost-effective steel solutions

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1. Introduction • ArcelorMittal Tailored Blanks (AMTB) – Global Supplier of LWB

• Strong increase in demand for Hot Stamped Laser Welded Blanks (HS LWB)

– HS LWB used increasingly to meet crash/safety requirements

– Usibor®1500 HS LWB optimizes cost, weight & performance

– AMTB developed a patented technology to weld Usibor®1500 in Europe

– First to market in North America with 2014 Acura MDX Door Ring

• Helped meet IIHS+ rating

• Technology received coveted PACE award – Process Innovation

• Honda received Pace Award for Innovation Partnership

• Honda’s Usibor®1500 HS LWB Door Ring was showcased in 2013 GDIS

• Usibor®1500 HS LWB technology is a game-changer for body design

• Usibor®1500 HS LWB allows flexibility in design to meet performance on variety

of car and truck designs

• Presentation based on one such study done at ArcelorMittal Global R&D

Acknowledgments: ArcelorMittal Global R&D - Automotive Steel Solutions team

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FEA model used for this study

ArcelorMittal Pick-up Analytical Model

• Public Domain model – meets current crash/safety requirements

• Modified for studies – includes Usibor®1500 HS LWB solutions

• Multiple Usibor®1500 HS LWB Door Ring designs were studied for this architecture

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Considered load cases

IIHS

MDB Side Impact

FMVSS 214

POLE 5th Percentile

Dummy - Side Impact

FMVSS 214

POLE 50th Percentile

Dummy - Side Impact

IIHS

Roof crush

Four of the most severe loadcases in the industry were evaluated

Design currently being evaluated for narrow offset crash

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ArcelorMittal HS LWB door ring concept

Usibor®1500

Usibor®1500

Usibor®1500

Ductibor®500P

1 part instead of 4

One stamping tool One stamping operation No post assembly operations

Hot stamping steel grades

Optimized thickness distribution

Laser weld continuous links (no overlap)

Hot-stamping geometry accuracy

Lightweight concept

Flexible - Material thicknesses, number of welds and their locations can be tuned

Optimize - Allows design to meet the needed technical crash/safety requirements

S-in motion concept introduced in 2010

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Usibor®1500

1.0 mm DP590

1.3 mm DP980

1.3 mm

Usibor®1500 HS LWB solutions:

example 5-seam design Multi-part Design

Body side reinforcement outer design

Usibor®1500

1.1 mm

Usibor®1500

2.0 mm

Usibor®1500

0.9 mm

Usibor®1500

1.1 mm

Usibor®1500

2.0 mm

Usibor®1500

1.2 mm

Usibor® 1500 HS LWB door ring is key enabler for a safety cage design

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Usibor®1500 HS LWB solution Multi-part cold stamped and spot welded design

“T-bone” inner reinforcement design

Usibor®1500

1mm

Usibor®1500 0.9mm

Usibor®1500 1.1mm

DP590

1.4mm

DP590 1.2mm

DP980 1.9mm

HR CP800 2.9mm

New “T-bone” Usibor® 1500 HS LWB design further optimizes cost, weight and performance

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Weight comparison

Proposal

Multi-part design 2-seam HS LWB 3-seam HS LWB 4-seam HS LWB 5-seam HS LWB

DP 590 1.3 mm Usibor®

1500 1.2 mm

Usibor®

1500 1.1 mm

Usibor®

1500 1.0 mm

Usibor®

1500 1.0 mm

Usibor®

1500 1.1 mm

Usibor®

1500 2.0 mm

Usibor®

1500 2.0 mm

Usibor®

1500 1.1 mm

Usibor®

1500 0.9 mm

Usibor®

1500 2.0 mm

Usibor®

1500 1.2 mm

Usibor®

1500 2.0 mm

Usibor®

1500 1.1 mm

DP 980 1.3 mm Usibor®

1500 1.2 mm

Usibor®

1500 2.0 mm

Usibor®

1500 1.2 mm

M door ring 17.30 kg 18.21 kg 15.92 kg 15.62 kg 15.57 kg

M T- Bone 6.90 kg 3.60 kg 3.60 kg 3.60 kg 3.60 kg

M total 24.20 kg 21.81 kg 19.52 kg 19.22 kg 19.17 kg

Weight

savings -

2.39 kg

(9.9 %)

4.68 kg

(19.3 %)

4.98 kg

(20.6 %)

5.03 kg

(20.8 %)

Material

utilization 56% 50% 62% 68% 70%

A

B

C

D

E

A

B

C

D

A

B

C

D

A

B

C

A

B

B

D

E

C

A C

D

B

A B

C

A B

A C

D

B

A

Cold stamped

T Bone +

Hot stamped

T Bone +

Usibor®1500 HS LWB solutions are lighter and allow better material utilization

+ + +

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2. Detailed crash performances

• IIHS MDB side impact • FMVSS 214 pole side impact – 50th Percentile Dummy position • FMVSS 214 pole side impact – 5th Percentile Dummy position • IIHS roof crush

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IIHS moving deformable barrier (MDB) side impact

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Structure behavior

Driver seat centerline Driver seat centerline

Multi-part design Usibor® 1500 5-seams HS LWB

Multi-part and Usibor® 1500 HS LWB solutions have similar behavior - IIHS good rating

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MDB Side Impact B-Pillar intrusions Final B-Pillar intrusions

Y location (mm)

Z

location

(mm)

Location of the points used

to measure intrusions

Inner B-Pillar

Usibor®1500 HS LWB solutions have better side intrusion performance

400

600

800

1000

1200

1400

1600

1800

2000

-1000 -800 -600 -400 -200 0

Initial position

PHS intensive Multi-part baseline

HS 2-seam LWB

HS 3-seam LWB

HS 4-seam LWB

HS 5-seam LWB

400

600

800

1000

1200

1400

1600

1800

2000

-1000 -800 -600 -400 -200 0

Initial position

Multi-part design

HS 2-seams LWB

HS 3-seams LWB

HS 4-seams LWB

HS 5-seams LWB

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Proposal

Multi-part design 2-seam HS LWB 3-seam HS LWB 4-seam HS LWB 5-seam HS LWB

IIHS Criteria GOOD GOOD GOOD GOOD GOOD

B-Pillar to driver seat

centerline distance 197 mm 222 mm 226 mm 223 mm 225 mm

B

D

E

C

A C

D

B

A B

C

A B

A C

D

B

A

IIHS - MDB Side performance overview

Usibor®1500 HS LWB solutions have better performance

All solutions reach IIHS good rating level

100

113 115

113 114

90

95

100

105

110

115

120

Multi-part 2-seam HS LWB 3-seam HS LWB 4-seam HS LWB 5-seam HS LWB

Performances compared with multi-part (%)

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FMVSS 214 – POLE 5th Percentile dummy impact results

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FMVSS 214 - POLE 5th Structure behavior

Driver seat centerline

Multi-part design Usibor®1500 5-seam HS LWB

Driver seat centerline

Multi-part design and Usibor®1500 HS LWB solutions have similar behavior and stay

in the area delimited by the driver seat centerline

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FMVSS 214 - POLE 5th - door intrusions

Multi-part design

Max : 413 mm

2-seam HS LWB 3-seam HS LWB

4-seam HS LWB 5-seam HS LWB

Max : 413 mm Max : 413 mm

Max : 415 mm Max : 414 mm

Intrusion

(mm)

Multi-part design and Usibor®1500 HS LWB solutions have similar performance

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Proposal

Multi-part design 2-seam HS LWB 3-seam HS LWB 4-seam HS LWB 5-seam HS LWB

Door to driver

seat centerline

distance 10 mm 15 mm 12 mm 11 mm 12 mm

B

D

E

C

A C

D

B

A B

C

A B

A C

D

B

A

FMVSS 214 - POLE 5th impact summary

Multi-part and Usibor®1500 HS LWB solutions reach good IIHS level ratings

Usibor®1500 HS LWB solutions have better performances than the multi-part design

100

150

120 110 120

0

50

100

150

200

Multi-part 2-seam HS LWB 3-seam HS LWB 4-seam HS LWB 5-seam HS LWB

Performances compared with multi-part (%)

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FMVSS 214 – POLE 50th Percentile dummy impact results

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FMVSS 214 - POLE 50th impact - behavior

Multi-part design Usibor®1500 5-seam HS LWB

Driver seat centerline Driver seat centerline

Multi-part design and Usibor®1500 HS LWB solution have similar behavior and meet IIHS

good rating

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FMVSS 214 - POLE 50th - door intrusions

Multi-part design

Max : 399 mm

2-seam HS LWB 3-seam HS LWB

4-seam HS LWB 5-seam HS LWB

Max : 390 mm Max : 402 mm

Max : 402 mm Max : 402 mm

Intrusion

(mm)

Multi-part design and Usibor®1500 HS LWB solutions have similar performance

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Proposal

Multi-part design 2-seam HS LWB 3-seam HS LWB 4-seam HS LWB 5-seam HS LWB

Door to driver

seat centerline 35 mm 38 mm 29 mm 28 mm 29 mm

B

D

E

C

A C

D

B

A B

C

A B

A C

D

B

A

FMVSS 214 - POLE 50th impact - summary

Multi-part design and Usibor®1500 HS LWB solutions meet IIHS good level rating

Performances are similar and not as critical as pole 5th test (30mm to center line versus 10mm)

100 109

83 80 83

0

20

40

60

80

100

120

Multi-part 2-seam HS LWB 3-seam HS LWB 4-seam HS LWB 5-seam HS LWB

Performances compared with multi-part (%)

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IIHS – Roof crush results

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IIHS – Roof crush - structure behavior

Multi-part design Usibor®1500 5-seam HS LWB

Multi-part design and Usibor®1500 HS LWB solution have similar behavior

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IIHS – Roof crush force curves

Multi-part and Usibor®1500 HS LWB solutions reach good IIHS level

Usibor®1500 HS LWB solutions have better performances than the multi-part design

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B

D

E

C

A C

D

B

A B

C

A B

A C

D

B

A

IIHS – Roof crush performance summary

Multi-part and Usibor®1500 HS LWB solutions reach good IIHS level ratings

Usibor®1500 HS LWB solutions have better performances than the multi-part design

100

107109 108 109

95

100

105

110

Multi-part 2-seam HS LWB 3-seam HS LWB 4-seam HS LWB 5-seam HS LWB

Performances compared with multi-part (%)

Proposal

Multi-part design 2-seam HS LWB 3-seam HS LWB 4-seam HS LWB 5-seam HS LWB

IIHS criteria GOOD GOOD GOOD GOOD GOOD

Max SWR 4.55 4.85 4.96 4.93 4.95

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3. Process validation

• Forming Validation

• Hot Stamping Validation

• Analytical to Experimental Validation

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Door ring forming overview

5-seam design optimized for hot-

stamping process

Usibor®1500

1.2mm

Usibor®1500

2mm

Usibor®1500

1mm

Usibor®1500

1.1mm

Usibor®1500

0.9mm

Forming assessment overview

No critical

forming issue

Basic hot stamping process feasibility study does not show any critical areas

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Detailed stamping analysis

Deeper feasibility analysis in simulation

Tool manufacturing

Hot stamping trials and tool set-up

Successful scale 1 prototyping

Geometry accuracy

Quenching in base metal

Quenching in weld areas

29

1500 mm

12

50

mm

In depth part hot stamping assessment

Door ring prototypes have been already produced by ArcelorMittal S-in motion C-segment study

Usibor®1500 and Ductibor®500 4-seam HS LWB door ring

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4. Design efficiency

• Material Utilization

• Design Efficiency – North America Data

– Normalized Cost Impact (base=100%)

– Material Utilization (%)

– Opportunity Cost ($/kg)

– Weight Savings (kg)

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Material utilization: 5-seam door ring example

Door ring nesting overview

Gross weight 20.59 kg

Net weight 17.30 kg

Material utilization 84%

B C

A

D

E

B

C

A

D

E

Usibor®1500 HS LWB door ring solutions allow very high material utilization rate

A

B

C

A

B

C

T-Bone nesting overview

Gross weight 6.69 kg

Net weight 5.27 kg

Material utilization 79%

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24.2

21.81

19.5219.22 19.17

18

19

20

21

22

23

24

25

Multi-part 2-seam HS

LWB

3-seam HS

LWB

4-seam HS

LWB

5-seam HS

LWB

100

118

107

104

107

90

100

110

120

Multi-part 2-seam HS

LWB

3-seam HS

LWB

4-seam HS

LWB

5-seam HS

LWB

Design efficiency – North American Data

Usibor®1500 HS LWB door ring solutions allow high weight reduction with low cost increase

Opportunity cost $/Kg vs. multipart

Door ring and T-Bone cost (%)

5650

62

68 70

0

10

20

30

40

50

60

70

80

Multi-part 2-seam HS

LWB

3-seam HS

LWB

4-seam HS

LWB

5-seam HS

LWB

Door ring and T-Bone material utilization (%)

Door ring and T-Bone mass (Kg)

0

2.70

1.98

1.40

1.71

0

1

2

3

Multi-part 2-seam HS

LWB

3-seam HS

LWB

4-seam HS

LWB

5-seam HS

LWB

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5. Conclusions

• Game-changer solution for body design

• Solution summary

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Usibor®1500 HS LWB door ring concepts Game-changer Solution for body design

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Usibor®1500 HS LWB Door Ring concept

• Usibor®1500 Hot stamped LWB door ring solution is a flexible design concept

that enables:

– Big mass savings (up to 21% - 10kg per vehicle)

– Part integration

– Better material utilization

– Better crash performances as multi-part structures

– Low cost increase compared with multi-part design

Thank You

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