High Strength Steel for Steel · PDF file3/12/2009 · Hydrogen content of welding...
Transcript of High Strength Steel for Steel · PDF file3/12/2009 · Hydrogen content of welding...
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03.12.2009 Dillinger Colloquium Constructional Steelwork 1
High Strength Steelfor Steel Constructions
Ronny WillmsAG der Dillinger Hüttenwerke
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03.12.2009 Dillinger Colloquium Constructional Steelwork 2
CONTENT
IntroductionDelivery Conditions
- AR- N / NE- Q + T- TM
Advantages of TM- Processing- EconomicsExamples
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03.12.2009 Dillinger Colloquium Constructional Steelwork 3
High strength steel – What´s that?
End of 1920: Introduction of the steel grade St52 (S355) for bridge-building (Prof. Klöppel)
→ St52 was called a high strength steelfor a long period
Now: S355 is a standard material for bridge-building→ Definition of „high strength“ depends on
the technical developement
Today´s Definition: high strength steel⇔
Steel with ReH > 355 MPa
Introduction
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03.12.2009 Dillinger Colloquium Constructional Steelwork 4
High strength steel
Weight reduction Economical processing
Introduction
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03.12.2009 Dillinger Colloquium Constructional Steelwork 5
Coking plant
Sintering plant
Blast furnaces
Desulphurisation
Steel mill
Converter
Vacuum treatment
Ingot casting
Continuous casting Rolling mill
Introduction
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03.12.2009 Dillinger Colloquium Constructional Steelwork 6
Coking plant
Sintering plant
Blast furnaces
Desulphurisation
Steel mill
Converter
Vacuum treatment
Ingot casting
Continuous casting Rolling mill
Introduction
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03.12.2009 Dillinger Colloquium Constructional Steelwork 7
DELIVERY CONDITIONS
AR NQ+TTM
Delivery Conditions
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03.12.2009 Dillinger Colloquium Constructional Steelwork 8
Delivery Conditions
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03.12.2009 Dillinger Colloquium Constructional Steelwork 9
hot rolling
Delivery Conditions
AR
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03.12.2009 Dillinger Colloquium Constructional Steelwork 10
Classical rolling
Normalising
Cooling on calm air
Transition area:α-Fe - γ-Fe
AR As Rolled
Delivery Conditions
T
t
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03.12.2009 Dillinger Colloquium Constructional Steelwork 11
hot-rolling + Normalising
Delivery Conditions
N
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03.12.2009 Dillinger Colloquium Constructional Steelwork 12
Classical rolling
Normalising
Cooling on calm air Cooling on
calm air
Transition area:α-Fe - γ-Fe
N NormalisingT
t
Delivery Conditions
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03.12.2009 Dillinger Colloquium Constructional Steelwork 13
Phase 1
t
Transition area:α-Fe - γ-Fe
Phase 2 (T > 900°C)
Waiting time
Definition: After an additional normalising inthe furnace, the properties of a normalised rolledplate must fulfil the mechanical requirementsof the standard.
Cooling on calm air
N Normalising rollingT
Delivery Conditions
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03.12.2009 Dillinger Colloquium Constructional Steelwork 14
hot-rolling Quenching + Tempering
Delivery Conditions
Q+T
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03.12.2009 Dillinger Colloquium Constructional Steelwork 15
Classical rolling
Quenching
Tempering
core
surface
Q+T Quenching + TemperingT
t
Delivery Conditions
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03.12.2009 Dillinger Colloquium Constructional Steelwork 16
Q+T Effect of quenching
Carbon solvedin the lattice Austenite
Ferrite + Cementite(Carbon can leave
the lattice)
fastcooling:
Martensite
[°C]1390
910
slowcooling:
Ferrite+
Perlite
Martensite(Carbon staysin the lattice,
distorted structure)
Delivery Conditions
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03.12.2009 Dillinger Colloquium Constructional Steelwork 17
Q+T Effect of tempering
-120 -100 -80 -60 -40 -20 00
50
100
150
200
250
A4
A3
A2
A1
quenchedCha
rpy-
V [J
]
Temperature [°C]
Delivery Conditions
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03.12.2009 Dillinger Colloquium Constructional Steelwork 18
Q+T Effect of tempering
700
800
900
1000
1100
1200
1300
1400
A2 A4A3A1quenched
Yield point Ultimate stength
Stre
ngth
[MP
a]
Temper-Parameter
Delivery Conditions
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03.12.2009 Dillinger Colloquium Constructional Steelwork 19
Q+T Typical applications
Delivery Conditions
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03.12.2009 Dillinger Colloquium Constructional Steelwork 20
ThermoMechanical rolling
Delivery Conditions
TM
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03.12.2009 Dillinger Colloquium Constructional Steelwork 21
Phase 1
Cooling on calm air
Phase 2 (T > 900°C)
Waiting time
Phase 3 (T > 700°C)
Waiting time
Accelerated coolingwith water (ACC)
TM Thermomechanical rolling
Delivery Conditions
T
t
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03.12.2009 Dillinger Colloquium Constructional Steelwork 22
TEM
PER
ATU
RE
TIME
Heating
Tempering
γ (coarse) γ (fine)recrystallised
Grain refinement
Final rolling
Accelerated cooling
αγ (fine)formed
Cooling on air
TM Thermomechanical rolling
Delivery Conditions
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03.12.2009 Dillinger Colloquium Constructional Steelwork 23
TM Fine grain
TM High toughness
TM Low carbon content
TM Low preheating temperatures
Excellent WELDABILITY
Advantages of TM-steel - Processing
PROPERTIES OF TM-steel:
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03.12.2009 Dillinger Colloquium Constructional Steelwork 24
TM Fine grain
Grain size ↓
Hall-Petch:
Strength ↑
Toughness ↑
Excellent weldability+
TM (ACC)Normalised TM (air)
Advantages of TM-steel - Processing
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03.12.2009 Dillinger Colloquium Constructional Steelwork 25
TM High toughness / High safety
-120 -100 -80 -60 -40 -20 0 200
50
100
150
200
250
300
350 S355J2+N S460ML S690QL
Cha
rpy-
V [J
]
Temperature [°C]
Advantages of TM-steel - Processing
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03.12.2009 Dillinger Colloquium Constructional Steelwork 26
TM High toughness / High safety
-120 -100 -80 -60 -40 -20 0 200
50
100
150
200
250
300
350 S355J2+N S460ML S690QL
Cha
rpy-
V [J
]
Temperature [°C]
Welding leads to
toughness
reduction
High toughnessin the base
material reducesthe risk of brittle
fracture and gives saftey!
Advantages of TM-steel - Processing
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03.12.2009 Dillinger Colloquium Constructional Steelwork 27
Example: Ilverich Rhine Bridge (Germany)DI-MC 460 with a thickness up to 100 mmCharpy tested at - 80°C
TM High toughness / High safety
Advantages of TM-steel - Processing
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03.12.2009 Dillinger Colloquium Constructional Steelwork 28
S 460 NL S 460 ML
acc. EN 10025-3
Auxiliary Data
acc. EN 10025-4
Auxiliary Data
C < 0,20 0,17 < 0,16 0,09 Si < 0,60 0,45 < 0,60 0,30 Mn 1,00 - 1,70 1,65 < 1,70 1,50 P < 0,030 0,015 < 0,030 0,011 S < 0,025 0,010 < 0,025 0,005
Nb < 0,05 - < 0,05 < 0,04 V < 0,20 0,17 < 0,12 < 0,05
Mo < 0,10 - < 0,20 - Ni < 0,80 0,29 < 0,45 0,25 CE 0,50 0,39
Pcm 0,29 0,20 CET 0,34 0,28
Carbon equivalents: CE = C + Mn/6 + (Cr + Mo + V)/5 + (Ni+Cu)/15 Pcm = C +Si/30 + (Mn + Cu + Cr)/20 + Ni/60 + Mo/15 + V/10 + 5B CET = C + (Mn + Mo)/10 + (Cr + Cu)/20 + Ni/40
TM Low carbon content
Plate thickness 50 mm
Advantages of TM-steel - Processing
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03.12.2009 Dillinger Colloquium Constructional Steelwork 29
TM Low preheating temperatures
EN 1011-2Recommendations for arc welding of ferritic steels
( ) 328Q32CET53HD6235dtanh160CET697T 35.0
p −×−×+×+⎟⎠⎞
⎜⎝⎛×+×=
Tp - Preheating temperature [°C]CET - Carbon equivalent [%]: CET = C + (Mn + Mo)/10 + (Cr + Cu)/20 + Ni/40d - Plate thickness [mm]HD - Hydrogen content [cm³/100 g]Q - Heat input [kJ/mm]
Preheating is necessary to avoid: excessive hardening
Preheating is necessary to avoid: cold cracking
Advantages of TM-steel - Processing
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TM Low preheating temperatures
0 20 40 60 800
2
4
6
8
10
75°C
50°C
25°C
typischer Bereichfür H2 Gehalte
S355M S460M
Plate thickness [mm]
Hyd
roge
nco
nten
tof w
eldi
ngco
nsum
able
[cm
3 /100
g]H
ydrogencontentof w
eldingconsum
able[cm
3/100g]
0 20 40 60 800
2
4
6
8
10
100°C
75°C
50°C
25°C
typischer Bereichfür H2 Gehalte
Plate thickness [mm]
Calculated with Q = 2.5 kJ/mm (submerged arc welding) and for typical CET´s
Advantages of TM-steel - Processing
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TM Cost efficiency – Low preheating
Reducing preheating
temperatures
Avoiding
preheating
1.
2.
Gas consumption ↓Heating time ↓
No installationsNo setting up time
No gas
Advantages of TM-steel - Economics
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Reducing preheating
temperatures
Avoiding
preheating
1.
2.
Gas consumption ↓Heating time ↓
No installationsNo setting up time
No gas
Often underestimated,but worth to think about
TM Cost efficiency – Low preheating
Advantages of TM-steel - Economics
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Reducing preheating
temperatures
Avoiding
preheating
1.
2.
Gas consumption ↓Heating time ↓
No installationsNo setting up time
No gas
Often underestimated,but worth to think about
Biggest potentialfor saving costs
TM Cost efficiency – Low preheating
Advantages of TM-steel - Economics
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S355NL
S355ML
changingdeliverycondition
t1
t2
t1 = t2
TM Cost efficiency – Low preheating
Advantages of TM-steel - Economics
Possibility to avoid preheating!• no gas consumption• no set-up times• higher capacity in the work shop
0,2 0,3 0,4 0,5-50
0
50
100
150
200
250
T p C
ET [°
C]
Carbon equivalent CET [%]
EN 1011-2:TpCET = 750 x CET – 1500.01% CET ca. 7.5°C
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Sauertal Bridge (Germany)
Box-girder-bridgeLength: 1195 mWidth: 27 m11 Spans: 75 – 150 mTonnage: 13,000 tGrade: S355J2+N
3000 t > 25 mm thickness
TM Cost efficiency – Low preheating
Advantages of TM-steel - Economics
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Alternative:
S355J2+N > S355MNo preheating
150,000 €C = A - BBENEFIT
75,000 €B = 3,000 x 25 €/tB) Additional costs S355M (25 €/t)
225,000 €A = 30,000 h x 15 % x 50 €/hA) Saving preheating times
Conditions:
30,000 h welding time15 % for preheating50 €/h labour costs
TM Cost efficiency – Low preheating
Advantages of TM-steel - Economics
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TM Cost efficiency – Low preheating
Advantages of TM-steel - Economics
Low preheating temperatures are not only a matter of costs!Also in terms of job safety, low preheating temperatures are beneficial!
NO HOT SURFACES / NO HANDLING WITH GAS / BETTER WORKING CONDITIONS
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TM Cost efficiency – High strength TM
S460NL
S355NL fy = 315 Mpa
increasingyield
strength
t
t
A
A,B ~ t2
Wel
ding
cos
tsPlate thickness
~ t²
• Weight reduction• Bigger assembling units possible• Less holding times in the workshop• Less welding consumables• Reduction of welding time• Reduction of testing time
t1
t2
t2 < t1
Advantages of TM-steel - Economics
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S460NL73 mm
73 mm
S355NL fy = 315 Mpa100 mm
S460ML
increasingyield
strength
changingdeliverycondition
TM Cost efficiency – High strength TM
Advantages of TM-steel - Economics
• Weight reduction (ca. 30%)• Bigger assembling units possible• Less holding times in the workshop• Less welding consumables• Reduction of welding time• Reduction of testing time
• Avoiding/Reducing preheating• Better weldability• High toughness reserves
=> High safety
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Strength
ToughnessDeliverycondition
Choosing the right steel
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Strength
ToughnessDeliverycondition
Choosing the right steel
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- TM-Steel S460ML
- constant yieldstrength up to120 mm
Airbus-Hangar (Frankfurt / M.)
Reference Projects
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- TM-Steel S460M
- thicknessup to 100 mm
- constant yieldstrength
World Financial Center (Shanghai)
Reference Projects
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Reference Projects
Øresund Bridge (Denmark-Sweden)
- TM-Steel
- S460M/MLup to 80 mm
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Thank youfor your
attention!