overview of r&d programmes - infosteel addressing business needs ... transparancy cellular beams...
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Overview of R&D programmesProf. Dr. Olivier Vassart
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Global R&D Key Facts and Figures• 1,300 full time researchers• 2014 spending of $260m• Broad, comprehensive portfolio and
programmes addressing business needs• Worldwide network of laboratories:
12 labs in Europe and Americas• Budget spending by focus area:
40
50
60
70
Product research in %
© 2
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NF
IDE
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–P
rivi
lege
d In
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atio
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November 2015
0
10
20
30
40
* Packaging, appliance, metal processing, electrical steels
37%
6%
57%
Exploratory
Process Product
R&D effort fully aligned with group strategy: geography, value chain, product differentiation
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… across 12 research centres and at customer locations on 3 continents…
CanadaHamilton
USAEast Chicago
FranceGandrangeLe CreusotMaizièresMontataireForbach (*)
SpainAsturiasBasque Country
LuxembourgEsch-sur-Alzette
BelgiumGentLiège (*)
Czech RepublicOstrava
© 2
015
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rcel
orM
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ll ri
ghts
res
erve
d al
l cou
ntri
es.
Can
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e di
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sed,
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d, o
r re
prod
uced
with
out p
rior
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tten
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ific
auth
oriz
atio
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elor
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al
CO
NF
IDE
NT
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–P
rivi
lege
d In
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atio
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February 2016
(*) Strategic partner- Forbach: CPM- Liège: CRM
BrazilTubarão
On-site product-portfolio deployment: Product Development EngineersAutomotive Residents, Process Development & Deployment Specialists
Canada, USA Spain, France, Germany, Italy
China, South Korea, Japan
Construction PortfolioR&D Review - Long Products
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R&
D C
onstruction Long Products
Bars &
Wires
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4
Sections
Bars &
Wires
Fiber
Sheet P
iles
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ecifi
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AM approach towards market needs and requests
MARKET NEEDSR&D ANSWERS
New Products and ConceptExample of applications
Regulations
Safety
SEISMICEnergy Absorption Connections
�”Dog Bone”High Rise Buildings
FIREStructural Fire Engineering
�Natural Fire Safety Concept
AM Flemalle, Turquish scholl, AOB, CACTUS
ESCH;
SustainabilityNew Products to minimize HISTAR, ARCOROX
© 2
015
–A
rcel
orM
ittal
–A
ll ri
ghts
res
erve
d al
l cou
ntri
es.
Can
not b
e di
sclo
sed,
use
d, o
r re
prod
uced
with
out p
rior
wri
tten
spec
ific
auth
oriz
atio
n of
Arc
elor
Mitt
al
CO
NF
IDE
NT
IAL
–P
rivi
lege
d In
form
atio
n
5
SustainabilityNew Products to minimize
Energy & Carbon Foot PrintHISTAR, ARCOROX
L300 Wind Tower
ArchitectureFlexibility Slimfloor Hollerich
Transparancy Cellular Beams Airport Limasol
DesignInnovative design
improvements
Advanced Design Methods implemented in userfriendly design
tools
Download Center
www.arcelormittal.com/sections
Economical performing
Composite ConstructionBridges
PreCoBeam
HISTAR Gr 70High rise buildings
Jumbo / HD sections
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righ
ts r
eser
ved
all c
ount
ries
. C
anno
t be
disc
lose
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sed,
or
repr
oduc
ed w
ithou
t pri
or w
ritte
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ecifi
c au
thor
izat
ion
of A
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orM
ittal
P
rivi
lege
d In
form
atio
n -
Arc
elor
Mitt
al's
pro
prie
tary
info
rmat
ion
MARKET NEEDSR&D ANSWERS
New Products and ConceptExample of applications
Regulations
Safety
SEISMICEnergy Absorption Connections
�”Dog Bone”High Rise Buildings
FIREStructural Fire Engineering
�Natural Fire Safety Concept
AM Flemalle, Turquish scholl, AOB, CACTUS
ESCH;
SustainabilityNew Products to minimize HISTAR, ARCOROX
AM approach towards market needs and requests©
201
5 –
Arc
elor
Mitt
al –
All
righ
ts r
eser
ved
all c
ount
ries
. C
anno
t be
disc
lose
d, u
sed,
or
repr
oduc
ed w
ithou
t pri
or w
ritte
n sp
ecifi
c au
thor
izat
ion
of A
rcel
orM
ittal
C
ON
FID
EN
TIA
L –
Pri
vile
ged
Info
rmat
ion
6
SustainabilityNew Products to minimize
Energy & Carbon Foot PrintHISTAR, ARCOROX
L300 Wind Tower
ArchitectureFlexibility Slimfloor Hollerich
Transparancy Cellular Beams Airport Limasol
DesignInnovative design
improvements
Advanced Design Methods implemented in userfriendly design
tools
Download Center
www.arcelormittal.com/sections
Economical performing
Composite ConstructionBridges
PreCoBeam
HISTAR Gr 70High rise buildings
Jumbo / HD sections
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“Strong colum
n -w
eak beam” C
onceptw
ith “reduced section beam”
Colum
n: A913 G
rade 65B
eam: G
rade 50
reduced beam section
VE
RS
ATILIT
Y O
F S
TE
EL
-High rise buildings / S
eismic safety
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7
199 Frem
ont, San F
rancisco, US
AC
ourtesy KM
D architects
Courtesy E
QE
International
reduced beam section
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EA
RT
HQ
UA
KE
RE
SIS
TAN
CE
-N
ew P
roduct
Standards
Design aids
Prom
otionN
ew P
rod/Sol
Fire R
esistanceD
esign
Com
positeC
onstruction
Earthquake
Resistance
AC
B
Other
(Eurocode)
Com
positeB
ridges
Deliverables
Investigation Field
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Bridges
8
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�D
og-bone connectionsand test fram
e:
Gr 50
Gr 65
Am
erica
Testing F
rame D
esign© 2015 – ArcelorMittal – All rights reserved all countries.
Cannot be disclosed, used, or reproduced without prior written specific authorization of ArcelorMittal CONFIDENTIAL – Privileged Information
�S
o far, FE
A perform
ed on specimens before
fabrication to ensure correct behaviour:
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Arc
elor
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al's
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tary
info
rmat
ion
MARKET NEEDSR&D ANSWERS
New Products and ConceptExample of applications
Regulations
Safety
SEISMICEnergy Absorption Connections
�”Dog Bone”High Rise Buildings
FIREStructural Fire Engineering
�Natural Fire Safety Concept
AM Flemalle, Turquish scholl, AOB, CACTUS
ESCH;
SustainabilityNew Products to minimize HISTAR, ARCOROX
AM approach towards market needs and requests©
201
5 –
Arc
elor
Mitt
al –
All
righ
ts r
eser
ved
all c
ount
ries
. C
anno
t be
disc
lose
d, u
sed,
or
repr
oduc
ed w
ithou
t pri
or w
ritte
n sp
ecifi
c au
thor
izat
ion
of A
rcel
orM
ittal
C
ON
FID
EN
TIA
L –
Pri
vile
ged
Info
rmat
ion
10
SustainabilityNew Products to minimize
Energy & Carbon Foot PrintHISTAR, ARCOROX
L300 Wind Tower
ArchitectureFlexibility Slimfloor Hollerich
Transparancy Cellular Beams Airport Limasol
DesignInnovative design
improvements
Advanced Design Methods implemented in userfriendly design
tools
Download Center
www.arcelormittal.com/sections
Economical performing
Composite ConstructionBridges
PreCoBeam
HISTAR Gr 70High rise buildings
Jumbo / HD sections
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Classical approach to single elem
ents IS
O-834 heating curve
600
800
1000
temperature [°C]15’
30’60’
ISO
-curve
HE
180BH
D400x382
critical temperature
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CONFIDENTIAL – Privileged Information
Additionnal cost of the protection > 40%
of the cost of finished steel
0
200
400
030
6090
120tim
e [min]
temperature [15’
30’60’
HE
320A 15m
m sprayed m
aterial
The protection m
ust be optimized and applied
where it is really needed.
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The “structural fire safety engineering” approach
Eurocodes 1, 3 et 4
Fire M
odel Structural
Elem
ents
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12
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Privileged Information - ArcelorMittal's proprietary information Test results
R > 120 m
inutes
0 50
100
150
200
250
300
350
400
450
500020
4060
80100
Tim
e [min]
Vertical displacement [mm]
120140 ...
34 cmafter fire
Test
Sim
ulation
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31stJanuary 2011
13
Deform
ed shape1040 °
C
300 °C
Rebars: 300
°C
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Pro
tecte
d
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Privileged Information - ArcelorMittal's proprietary information
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Reference
Prim
ary beams protected
Secondary beam
s unprotectedP
rimary beam
s protectedS
econdary beams unprotected
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31stJanuary 2011
Annual M
eeting between A
rcelorMittal and A
rgenco16
Reference
Buildings
School in Turkey
AM
buildingC
AL
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Sw
itzerland© 2015 – ArcelorMittal – All rights reserved all countries.
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BO
BS
T B
uilding in LausanneO
ffices + P
roduction
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Sw
itzerland© 2015 – ArcelorMittal – All rights reserved all countries.
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Congress centre of E
PF
L in LausanneC
rédit Suisse / H
RS
/ Richter-D
ahl&R
ocha
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France
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CONFIDENTIAL – Privileged Information Car park
of Toulouse B
lagnac Airport
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Belgium
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CONFIDENTIAL – Privileged Information Greich
Office B
uilding in Liège
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Kingdom
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CONFIDENTIAL – Privileged Information
Heron Tow
er –A
rup Fire London
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eser
ved
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ount
ries
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anno
t be
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lose
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sed,
or
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oduc
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ithou
t pri
or w
ritte
n sp
ecifi
c au
thor
izat
ion
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rcel
orM
ittal
P
rivi
lege
d In
form
atio
n -
Arc
elor
Mitt
al's
pro
prie
tary
info
rmat
ion
MARKET NEEDSR&D ANSWERS
New Products and ConceptExample of applications
Regulations
Safety
SEISMICEnergy Absorption Connections
�”Dog Bone”High Rise Buildings
FIREStructural Fire Engineering
�Natural Fire Safety Concept
AM Flemalle, Turquish scholl, AOB, CACTUS
ESCH;
SustainabilityNew Products to minimize HISTAR, ARCOROX
AM approach towards market needs and requests©
201
5 –
Arc
elor
Mitt
al –
All
righ
ts r
eser
ved
all c
ount
ries
. C
anno
t be
disc
lose
d, u
sed,
or
repr
oduc
ed w
ithou
t pri
or w
ritte
n sp
ecifi
c au
thor
izat
ion
of A
rcel
orM
ittal
C
ON
FID
EN
TIA
L –
Pri
vile
ged
Info
rmat
ion
22
SustainabilityNew Products to minimize
Energy & Carbon Foot PrintHISTAR, ARCOROX
L300 Wind Tower
ArchitectureFlexibility Slimfloor Hollerich
Transparancy Cellular Beams Airport Limasol
DesignInnovative design
improvements
Advanced Design Methods implemented in userfriendly design
tools
Download Center
www.arcelormittal.com/sections
Economical performing
Composite ConstructionBridges
PreCoBeam
HISTAR Gr 70High rise buildings
Jumbo / HD sections
All rights reserved all countries. Cannot be disclosed, used, or reproduced without prior written specific authorization of ArcelorMittal
Privileged Information - ArcelorMittal's proprietary information Environem
ental optimisation of buildings
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CONFIDENTIAL – Privileged Information
All rights reserved all countries. Cannot be disclosed, used, or reproduced without prior written specific authorization of ArcelorMittal
Privileged Information - ArcelorMittal's proprietary information Life Cycle A
ssessment of the Laktha T
ower
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24
All
righ
ts r
eser
ved
all c
ount
ries
. C
anno
t be
disc
lose
d, u
sed,
or
repr
oduc
ed w
ithou
t pri
or w
ritte
n sp
ecifi
c au
thor
izat
ion
of A
rcel
orM
ittal
P
rivi
lege
d In
form
atio
n -
Arc
elor
Mitt
al's
pro
prie
tary
info
rmat
ion
MARKET NEEDSR&D ANSWERS
New Products and ConceptExample of applications
Regulations
Safety
SEISMICEnergy Absorption Connections
�”Dog Bone”High Rise Buildings
FIREStructural Fire Engineering
�Natural Fire Safety Concept
AM Flemalle, Turquish scholl, AOB, CACTUS
ESCH;
SustainabilityNew Products to minimize HISTAR, ARCOROX
AM approach towards market needs and requests©
201
5 –
Arc
elor
Mitt
al –
All
righ
ts r
eser
ved
all c
ount
ries
. C
anno
t be
disc
lose
d, u
sed,
or
repr
oduc
ed w
ithou
t pri
or w
ritte
n sp
ecifi
c au
thor
izat
ion
of A
rcel
orM
ittal
C
ON
FID
EN
TIA
L –
Pri
vile
ged
Info
rmat
ion
25
SustainabilityNew Products to minimize
Energy & Carbon Foot PrintHISTAR, ARCOROX
L300 Wind Tower
ArchitectureFlexibility Slimfloor Hollerich
Transparancy Cellular Beams Airport Limasol
DesignInnovative design
improvements
Advanced Design Methods implemented in userfriendly design
tools
Download Center
www.arcelormittal.com/sections
Economical performing
Composite ConstructionBridges
PreCoBeam
HISTAR Gr 70High rise buildings
Jumbo / HD sections
All
righ
ts r
eser
ved
all c
ount
ries
. C
anno
t be
disc
lose
d, u
sed,
or
repr
oduc
ed w
ithou
t pri
or w
ritte
n sp
ecifi
c au
thor
izat
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CoSFB – Composite Slim-Floor Beam
Composite floor system with downstanding beam
Composite Slim-FloorBeam (CoSFB) System
VERSATILITY OF STEEL- CoSFB / Economical performing
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015
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rcel
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ll ri
ghts
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ntri
es.
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uced
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elor
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IDE
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Slim-floor beam (SFB) system – non composite
Major benefits without adding to the complexity of the fabrication or compromising of the cost
2 existing systems � 1 Innovative system
Steel beam
Concrete dowels
Concrete slab(steel shuttering /
prefabricated)
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VE
RS
AT
ILITY
OF
ST
EE
L-
CoS
FB
/ Econom
ical performing
Non com
posite resistance SF
B
Com
posite resistance CoS
FB
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27
With integrated fire
resistance of at least
R60
In normal conditions it covers a span gap
between S
FB
applications and AC
B application
February 2nd, 2016
Advanced Steels for Engineered Solutions
Short presentation of CRM Construction activities in the
ArcelorMittal - Research & Development ConfidentialConfidential
Short presentation of CRM Construction activities in the
Flat Carbon segment
Meeting with Academics
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right
s re
serv
ed f
or a
ll co
untr
ies
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Arc
elor
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al p
ropr
ieta
ry i
nfor
mat
ion
Meeting with Academics – Short presentation of the Activity “Civil Engineering”
• Example 1: Safety barriers
Design of structures Mechanical testing Numerical computation
z Weight: 16kg/m � One of the lightest barriers of this category �
z Steel: S420MC;
z Coating: MAGNELIS®. z Vehicle mass: 10tons;
Impact speed: 70km/h;
© 2
015
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rcel
orM
ittal
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ll rig
hts
rese
rved
for
all
coun
trie
sC
anno
t be
disc
lose
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sed
or r
epro
duce
d w
ithou
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ior
writ
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oriz
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z Impact speed: 70km/h;
z Impact angle: 15°.
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Me
etin
g w
ith A
cad
em
ics –Sh
ort p
rese
nta
tion
of th
e A
ctivity
“Civ
il En
gin
ee
ring
”
•E
xa
mp
le 1
: Sa
fety
ba
rriers
Desig
n o
f stru
ctu
res
Mechanic
al te
stin
gN
um
eric
al c
om
puta
tion
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�C
on
ne
ction
pu
ll-ou
t tests
�B
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sts
�B
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m-B
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m re
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st�
Frictio
n co
efficie
nts te
sts
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elor
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ropr
ieta
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nfor
mat
ion
Meeting with Academics – Short presentation of the Activity “Civil Engineering”
• Example 1: Safety barriers
Design of structures Mechanical testing Numerical computation
Relative difference between Crash-testing (blue)
Very good prediction �
Advanced modeling of bolted connectionsComputation of a 10 ton truck impact:
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ittal
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ArcelorMittal - Research & DevelopmentConfidentialConfidential
31
Relative difference between Crash-testing (blue)
and Numerical computation (green)
wo
rkin
g w
idth
High containment system – Design 1 = KO
High containment system – Design 2 = OK
Dy
na
mic
De
fle
ctio
n
Ve
hic
le I
ntr
usi
on
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Arc
elor
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ropr
ieta
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mat
ion
Meeting with Academics – Short presentation of the Activity “Civil Engineering”
• Example 2: Wind turbine Towers
Design of structures Mechanical testing Numerical computation
Primary Objective:
• Alternative to conventional welded wind towers
Other advantages :
• No transportation limitations (components fit on conventional trucks) and
Hub height
over 120 m
© 2
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rcel
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ArcelorMittal - Research & DevelopmentConfidentialConfidential
32
• No transportation limitations (components fit on conventional trucks) and
without special size requirements, can be shipped to even the most difficult
sites ;
• Components can be transported by truck, rail, boat, or containers ;
• The design can be adapted to any specific top or bottom diameter with no
limitation on bottom diameter size ;
• No welds and thus no heat affected zones (improve fatigue endurance) ;
• The design can be adapted to higher hub heights and/or more powerful
wind turbines requirements ;
• The tower is fully recyclable and can be easily dismantled at end of life ;
• Use of maintenance-free bolting system minimizes maintenance
operations
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ArcelorMittal proprietary information
Me
etin
g w
ith A
cad
em
ics –Sh
ort p
rese
nta
tion
of th
e A
ctivity
“Civ
il En
gin
ee
ring
”
•E
xa
mp
le 2
: Win
d tu
rbin
e To
we
rs
Desig
n o
f stru
ctu
res
Mechanic
al te
stin
gN
um
eric
al c
om
puta
tion
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untr
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out
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r w
ritte
n sp
ecifi
c au
thor
izat
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of A
rcel
orM
ittal
Arc
elor
Mitt
al p
ropr
ieta
ry i
nfor
mat
ion
Meeting with Academics – Short presentation of the Activity “Civil Engineering”
• Example 2: Wind turbine Towers
Design of structures Mechanical testing Numerical computation
Global tower analysis:
• Strength
• Resonance
• Buckling
© 2
015
–A
rcel
orM
ittal
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ll rig
hts
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rved
for
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sed
or r
epro
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ithou
t pr
ior
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ten
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oriz
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elor
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ilege
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elor
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ArcelorMittal - Research & DevelopmentConfidentialConfidential
34
• Buckling
• Fatigue
• Detailed bolted connection analysis
• Door opening + reinforcement
• Other analysis
Specific analysis:
All rights reserved for all countriesCannot be disclosed, used or reproduced without prior written specific authorization of ArcelorMittal
ArcelorMittal proprietary information •D
evelopment of N
ew aesthetic F
acade
Me
etin
g w
ith A
cad
em
ics –Sh
ort p
rese
nta
tion
of th
e A
ctivity
“Bu
ildin
g &
Stru
cture
”
•E
xa
mp
le 3
: Faca
de
s an
d R
oo
fing
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28 January 2016T
itle of the presentation 35
•D
evelopment of highly efficient eco-designed building integrated
photovoltaic (BI-P
V) roofing elem
ent using innovative and greener m
anufacturing process.
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izat
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elor
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Analytical analysis of the
mechanical behaviour of the
solution, according EN 14509 ,
inc. fastening system acc. ECCS
From chemical analysis to
large scale mechanical test (EN
14509)
Development and characterization of new solutions
Meeting with Academics – Short presentation of the Activity “Building & Structure”
• Example 4: Sandwich panels
© 2
015
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rcel
orM
ittal
–A
ll rig
hts
rese
rved
for
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epro
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ithou
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ior
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oriz
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elor
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EN
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ilege
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atio
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elor
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ArcelorMittal - Research & DevelopmentConfidentialConfidential
28 January 2016 Title of the presentation
36
inc. fastening system acc. ECCS
n°320
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izat
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orM
ittal
Arc
elor
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al p
ropr
ieta
ry i
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mat
ion
Numerical simulations to Development of energy
Development and characterization of new solutions
Meeting with Academics – Short presentation of the Activity “Building & Structure”
• Example 4: Sandwich panels
© 2
015
–A
rcel
orM
ittal
–A
ll rig
hts
rese
rved
for
all
coun
trie
sC
anno
t be
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lose
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sed
or r
epro
duce
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ithou
t pr
ior
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oriz
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elor
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atio
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elor
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ArcelorMittal - Research & DevelopmentConfidentialConfidential
28 January 2016 Title of the presentation
37
Numerical simulations to
assess the mechanical and
thermal behaviour (EN 10211)
of the solution
Development of energy
efficient accessories and
technical support for
certification (EN 12114)
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elor
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• R&D response to the real-performance challenge to better understand how to deliver buildings that actually perform and tailor efficient envelope solutions. The expertise is focalized mainly on airtightness, thermal bridges and laboratory testing and we are using the results to push for better building components and systems
• Thermal and hygrothermal performance– Improvement of junction and details for steel buildings
detect and reduce the heat losses due to the thermal bridging phenomenon in order to thermally improve building envelopes
– Dynamic calculation of the thermal behaviour of the Heat and Moisture calculationsThermal bridge calculations
Meeting with Academics – Short presentation of the Activity “Building & Structure”
• Example 5: Building Physics
© 2
015
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rcel
orM
ittal
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ll rig
hts
rese
rved
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ArcelorMittal - Research & DevelopmentConfidentialConfidential
28 January 2016 Title of the presentation
38
– Dynamic calculation of the thermal behaviour of thewhole building
– In situ testing
• Air tightness performance
Heat and Moisture calculationsThermal bridge calculations
Today, air tightness is not calculated, but measuredEN 12114 - Air permeability of building components and
building elements - Laboratory test method
� R&D performs orientation tests to identify the best configuration (joint details) before getting the
certification
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All rights reserved for all countriesCannot be disclosed, used, or reproduced without prior written specific authorization of ArcelorMittal
ArcelorMittal proprietary information Futur trends
© 2015 – ArcelorMittal – All rights reserved for all countriesCannot be disclosed, used or reproduced without prior written specific authorization of ArcelorMittal
CONFIDENTIAL – Privileged Information - ArcelorMittal proprietary information
Arce
lorM
ittal -
Re
sea
rch &
De
ve
lop
me
nt
Co
nfid
en
tial
Co
nfid
en
tial
© ArcelorMittal 2015 - All rights reserved for all countriesCannot be disclosed, used, or reproduced without prior written specific authorization of ArcelorMittal
CONFIDENTIAL - Privileged Information - ArcelorMittal proprietary information
All rights reserved all countries. Cannot be disclosed, used, or reproduced without prior written specific authorization of ArcelorMittal
Privileged Information - ArcelorMittal's proprietary information 3D printing w
ith steel welding w
ires
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CONFIDENTIAL – Privileged Information
40
All rights reserved all countries. Cannot be disclosed, used, or reproduced without prior written specific authorization of ArcelorMittal
Privileged Information - ArcelorMittal's proprietary information
MX
3D, B
ridge projectin Am
sterdam
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41
“Don’t ever let anyone tell you that you can’t do something. Prove them wrong. Remember, the sky’s the limit. It’s your sky. Your limit.”