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Design and Development of Fire Resistant Steels Cameron Gross, Dieter Isheim, Semyon Vaynman, Morris E. Fine, Yip-Wah Chung SRG 2014 Northwestern University March 25, 2014

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Page 1: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

Design and Development of Fire Resistant Steels

Cameron Gross, Dieter Isheim, Semyon Vaynman, Morris E. Fine, Yip-Wah Chung

!SRG 2014

Northwestern University March 25, 2014

Page 2: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

Enhanced structural steels

• Steels need to maintain strength in building fires.!

• Delay building collapse.!

• Extend time of structural safety to allow for evacuation.

2Photo Credit: Eric Hensley, Wikimedia Commons

Page 3: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

Construction standards• Current building codes: 50%

of room temperature yield strength at 550°C.!

• Over the past 10 years, ASTM and NIST are discussing standards requiring 66% of yield strength maintained after 20 minutes at 600°C.

3Photo credit: Purdue Engineers Test Effects of Fire on Steel Structures. Homel. Secur. News Wire (2010). at <http://www.homelandsecuritynewswire.com/purdue-engineers-test-effects-fire-steel-structures>

Page 4: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

Fire resistant versus “normal” steel

• Delay onset of thermally activated failure processes.!

• Enhanced safety for building occupants.!

• Reduces need for volatile and labor intensive insulation.

4

!

Temperature!

Fire,resistant!steel!

Normal!structural!steel!

Fig. 5. Temperature dependence of yield strength of normal structural and fire-resistant steels

Normal steel

Fire resistant steel

Courtesy of Prof. Yip-Wah Chung

Page 5: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

Incoherent versus coherent precipitates

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• (Nb,V) carbonitrides form with a Baker-Nutting relationship. • Pure NbC carbides have less than a 10% mismatch between

lattice planes. • (Nb,V) carbonitrides have less than a 6% mismatch. • Misfit dislocations arise in semicoherent interfaces.

Image credit: Grote, K-H and Erik Antonsson. Springer Handbook of Mechanical Engineering. Springer-Verlag 2009.

Page 6: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

Design objectives• Primary:

• Meet or exceed proposed standards by designing a steel that maintains over 66% of the room temperature yield strength after 20 minutes of exposure at 600°C.!!

• Room temperature yield strength of at least 350 MPa.!

• Secondary:

• Alloy content of V + Nb + Mo < 0.55 wt. %.!• Carbon content < 0.1 wt. %.!• No water or oil quench or thermo-mechanical processing.

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Page 7: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

Design strategies

• Form small, Nb and V based monocarbide (MC) precipitates.!

• Reduce or eliminate higher order carbides and cementite to allow maximum MC formation.!

• Use thermodynamic modeling to guide design process.

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Page 8: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

Systems design chart

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Page 9: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

Thermodynamic modeling

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All compositions in wt. %

Increased Cr Increased C

Base Alloy: 0.05-C 0.25-Cr 0.15-Mo 0.07-Nb

Base Alloy

Page 10: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

• Two commercial alloys, FR-5 and FR-6, supplied by Nucor.!

• FR-7 created by arc melting FR-5 with C and V additions. Supplied by Sophisticated Alloys.

Experimental alloys

10100 µm

FR-7

Page 11: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

Experimental alloy compositions

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FR-6

Page 12: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

Local electron atom probe (LEAP) experiments

• LEAP was used to investigate the presence of carbide precipitates.!

• Size, distribution, and composition can be determined from the LEAP reconstruction.

12Photo Credit: NUCAPT

Page 13: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

Only Nb & C atoms are shown

FR-5: Atom probe result from air-cooled sample

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Page 14: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

Only Nb & C atoms are shown

Evidence of clusters 1 nm in radius or less!(about 100 atoms)

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FR-5: Atom probe result from aging for 2 hours at 600°C

Page 15: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

Air cooled After 2 hrs at 600°C

negligible clustering

observable clustering

C C

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FR-5: Carbon clustering between 0 and 2 hours

Page 16: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

Only 50% of Nb & C atoms are shown!!

1% Nb isosurfacing and 1% C isosurfacing shown to emphasize precipitates

Nb, C precipitates

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FR-5: Atom probe result from aging for 6 hours at 600°C

Page 17: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

MC

M2C

MCM2C

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Existence of two types of precipitates based on (C+N)/M ratio

M = Cr + Mo + V + Nb

Page 18: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

0 1 2 3 4 5 60

20

40

0

20

40

0

20

40

0

20

40

0

20

40

Distance (nm)

NCon

cent

ratio

n of

N, C

, V, C

r, an

d N

b in

at.

%

C

V

Cr

Nb

0 1 2 3 4 5 60

20

40

0

20

40

0

20

40

0

20

40

0

20

40

Distance (nm)

NCon

cent

ratio

n of

N, C

, V, C

r, an

d N

b in

at.

%

C

V

Cr

Nb

MC M2C

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Composition profiles of typical precipitates

Page 19: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

MC precipitate composition

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Composition comparison with Thermo-Calc

Page 20: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

Mechanical Testing Parameters

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• Conducted in accordance with ASTM standards.!

• Strain rate 0.005 ± 0.002 1/min.!

• High temperature tensile tests conducted in atmosphere.!

• High temperature compression tests conducted under controlled environment.

Page 21: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

Experimental alloy compositions

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FR-6

Page 22: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

FR-5 FR-5

Tension Compression

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FR-5: Stress-strain curves at 20°C and 600°C (held for 20 min)

Yield strength (YS) ratio 0.67 ± 0.06

YS ratio 0.64 ± 0.03

Page 23: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

YS ratio 0.50 ± 0.02

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FR-6: Tensile curves at 20°C and 600°C (held for 20 min)

Page 24: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

YS ratio 0.72 ± 0.03

FR-7

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FR-7: Compression curves at 20°C and 600°C (held for 20 min)

Page 25: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

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Alloy Compositions

FR-7

FR-8 supplied by Sophisticated Alloys

Page 26: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

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FR-8 Isopleth

FR-8

Page 27: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

Calculated equilibrium carbide phase fraction

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MC phase fraction contributes to high temperature strength

Page 28: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

YS ratio 0.71 ± 0.04

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FR-8: Compression curves at 20°C and 600°C

YS ratio 0.81 ± 0.06

Page 29: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

• Design process resulted in a steel that exceeded the goal: reaching over 70% YS retention after 20 minutes, and over 80% YS retention after 2 hours of exposure to 600°C.!

• Thermo-Calc accurately predicted the composition of small carbonitride precipitates.!

• Future work: predict interfacial energy and coherency to optimize precipitate composition.

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Initial conclusions and future work

Page 30: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

Creep resistant steels for steam turbines

• Current Ni based superalloys are expensive.!

• Steels currently creep too rapidly to be used for ultra supercritical (USC) steam generators.!

• Increasing the operating temperature in USC steam generators will reduce greenhouse gas emissions worldwide.

30Photo credit: NRC

Page 31: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

Creep resistant steel alloys for steam turbine applications

• Requires at least 9 wt. % Cr for corrosion resistance.!

• Creep resistance at 35 MPa at temperatures over 620°C.!

• Minimize alloy content to remain cost competitive with current options.

31Photo credit: General Electric Company. http://www.ge-energy.com/products_and_services/services/steam_turbines_power_generation_services/

Page 32: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

• We have built a foundation of theoretical models that predict experimental observations.!

• I have confidence that we will be able to use this design process to achieve the proposed goals.!

• The development of an effective steel for steam turbine use has the potential to change the world.

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Concluding remarks

Page 33: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

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Acknowledgments• Professors Morris E. Fine, Yip-Wah Chung,

Semyon Vaynman, and Dieter Isheim.!• Dr. Shrikant Bhat for his help and insight!• Nucor and Sophisticated Alloys for providing the

alloys.!• The NSF CMMI for supporting the research.!• The OMM, CLAMMP, and NUCAPT facilities at

Northwestern University.

Page 34: Design and Development of Fire Resistant Steels · Fire resistant versus “normal” steel • Delay onset of thermally activated failure processes.! • Enhanced safety for building

Thank you! Questions?