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w w w . a u t o s t e e l . o r g Fatigue Behavior of Advanced High Strength Steels for Automotive Applications Benda Yan Ispat Inland Inc. February 19, 2003

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Page 1: Fatigue Behavior of Advanced High Strength Steels for .../media/Files...w w w . a u t o s t e e l . o r g Fatigue Behavior of Advanced High Strength Steels for Automotive Applications

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Fatigue Behavior of Advanced High Strength Steels

for Automotive Applications

Benda Yan Ispat Inland Inc.

February 19, 2003

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• Generate fatigue data for new advanced high strength steels

• Study the effect of notch on fatigue strength

Purpose of the Work

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• 440W -GA - 1.40mm• BH300 - GI - 1.43mm• HSLA350 - GI - 1.60mm• HSS590 - CR, bare - 1.40mm• DP600 - GI - 1.25mm• DP600 - HR - 2.62mm• DP800 - GA - 1.19mm

Steel Grades Tested

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• TRIP590 - EG - 1.45mm• TRIP600 - CR, bare - 1.56mm • TRIP780 - CR, bare - 1.56mm• TRIP980 - CR, bare - 1.47mm

Steel Grades Tested

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Table 1 Tensile Properties (As received, ASTM E8, "L" direction)

Group 1 Group 2

BH300GI

440WGA

HSLA350GI

HSS590CR

DP600GI

DP600HR

TRIP590EG

TRIP600CR

YS(Mpa)

309 326 356 431 412 437 428 414

UTS(Mpa)

412 462 441 608 666 616 605 679

TE(%)

35.8 29.0 28.1 24.5 23.2 28.9 32.0 27.6

UE(%)

20.4 16.3 15.8 15.1 15.3 19.6 22.6 19.6

n(6-12)

0.19 0.18 0.13 0.17 0.16 0.22 0.20 0.24

Steels and Tensile Properties

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Table 1 Tensile Properties (As received, ASTM E8, "L" direction)

Group 3 Group 4

DP800GA

TRIP780CR

TRIP980CR

YS (Mpa) 462 505 663

UTS(Mpa)

839 793 984

TE(%)

17.9 29.4 15.7

UE(%)

12.3 23.9 11.8

n(6-12)

0.13 0.26 0.13

Steels and Tensile Properties

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Tensile Stress-Strain Curves

0

100

200

300

400

500

600

700

800

0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35

Engineering Strain

Engi

neer

ing

Stre

ss, M

Pa

HSLA350-GIBH300-GI440W-GAHSS590-CRDP600-GITRIP590-EGTRIP600-CRDP600-HR

Group 2

Group 1

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Tensile Stress-Strain Curves

0

200

400

600

800

1000

1200

0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35

Engineering Strain

Engi

neer

ing

Stre

ss, M

Pa

DP800-GATRIP780-CRTRIP980-CR

Group 3

Group 4

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L

8.0

D

76.2

All dimensions in mm

wMaintain C/Lof gauge + 0.025

90 mm

22 mm4.4mm dia

Testing Methods

Strain Controlled Fatigue Notched Fatigue

ASTM E606Tension-Compression

ASTM E466Tension-Compression

Kt = 2.5

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Strain Controlled Fatigue Results

0

100

200

300

400

500

600

700

800

900

1000

1000 10000 100000 1000000 10000000

Number of Reversals to Failure, 2Nf

Neu

ber S

tres

s, M

Pa

BH300-GI440W-GAHSLA350-GIHSS590-CRDP600-GIDP800-GADP600-HR

DP800

DP600-HRDP600

HSS590HSLA350

440W

BH300

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0

100

200

300

400

500

600

700

800

900

1000

1000 10000 100000 1000000 10000000

Number of Reversals to Failure, 2Nf

Neu

ber S

tres

s, M

pa

HSS590-CRDP600-GIDP600-HRTRIP590-EGTRIP600-CR

TRIP600-CR

DP600-GIDP600-HR

TRIP590-EG

HSS590-CR

Strain Controlled Fatigue ResultsSteels in Group 2

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0

100

200

300

400

500

600

700

800

900

1000

1000 10000 100000 1000000 10000000

Number of Reversals to Failure, 2Nf

Neu

ber S

tres

s, M

pa

DP800-GATRIP780-CR

TRIP780-CR

DP800-GA

Strain Controlled Fatigue ResultsSteels in Group 3

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0

100

200

300

400

500

600

700

800

900

1000

1000 10000 100000 1000000 10000000

Number of Reversals to Failure, 2Nf

Neu

ber S

tres

s, M

pa

TRIP590-CRTRIP600-CRTRIP780-CRTRIP980-CR

TRIP980-CR

TRIP600-CR

TRIP780-CR

TRIP590-EG

Strain Controlled Fatigue ResultsTRIP Steels

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Strain Controlled Fatigue ResultsHSLA350 vs. AHSS

0

100

200

300

400

500

600

700

800

900

1000

1000 10000 100000 1000000 10000000

Number of Reversals to Failure, 2Nf

Neu

ber S

tres

s, M

pa

HSS590-CRDP600-GIDP600-HRTRIP590-EGTRIP600-CRHSLA350-GI

TRIP600-CR

DP600-GIDP600-HR

TRIP590-EG

HSS590-CR

HSLA350-GI

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Notched Fatigue Results

0

50

100

150

200

250

300

350

400

450

100 1000 10000 100000 1000000 10000000 100000000

Number of Reversals to Failure

Nom

inal

Str

ess

Am

plitu

de, M

Pa

BH300-GI440W-GAHSLA350-GIHSS590-CRDP600-GIDP800-GADP600-HR

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0

50

100

150

200

250

300

350

400

450

100 1000 10000 100000 1000000 10000000 100000000

Number of Reversals to Failure

Nom

inal

Str

ess

Am

plitu

de, M

Pa

HSS590DP600DP600-HRTRIP590TRIP600

Notched Fatigue ResultsSteels in Group 2

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0

50

100

150

200

250

300

350

400

450

100 1000 10000 100000 1000000 10000000 100000000

Number of Reversals to Failure

Nom

inal

Str

ess

Am

plitu

de, M

Pa

TRIP780-CRDP800-GA

Strain Controlled Fatigue ResultsSteels in Group 3

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0

50

100

150

200

250

300

350

400

450

100 1000 10000 100000 1000000 10000000 100000000

Number of Reversals to Failure

Nom

inal

Str

ess

Am

plitu

de, M

Pa

HSLA350(cal)HSS600(cal)DP600(cal)TRIP600(cal)HSLA350(exp)HSS590(exp)DP600(exp)TRIP590(exp)

Notched Fatigue ResultsAHSS vs. HSLA350

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Steel Grade UTS(MPa)

EnduranceLimit(MPa)

NotchEndur. Limit

(MPa)

Kf

= EL/NNL

1 BH300GI

412 193 120 1.61

2 440WGA

462 209 130 1.61

3 HSLA350GI

441 203 125 1.62

4 HSS590CR

608 230 144 1.60

5 DP600GI

666 228 142 1.61

6 DP600HR

616 296 154 1.92

7 TRIP590EG

605 336 178 1.89

8 TRIP600CR

679 365 173 2.11

Fatigue Properties in Summary

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Steel Grade UTS(MPa)

EnduranceLimit(MPa)

NotchEndur. Limit

(MPa)

Kf=

EL/NEL9 DP800

GA839 307 147 2.09

10 TRIP780CR

793 400 189 2.11

11 TRIP980CR

984 427 190 2.25

Fatigue Properties in Summary

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• AHSS exhibited much higher fatigue strength over conventional HSS

• TRIP steel exhibited exceptionally good fatigue strength than steels of similar UTS but different microstructure

• Comparing with HSLA350, DP600 exhibits 30% higher and TRIP600 70% higher endurance limit

• With the presence of notches, AHSS still show higher notch endurance limit than HSLA350

Summary

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• The project was funded and completed under the AISI/DOE Technical Road Map Program #0038

• Work was performed and results were analyzed by Ispat Inland Research Laboratories

• Support from AISI AAC member companies is greatly appreciated.

Acknowledgement