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Hubbard

1

OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

Neutron Scattering for Engineering

Materials at HFIR - ORNL

Camden R. Hubbard

Residual Stress User Center

Diffraction and Thermophysical Properties Group

Materials Science and Technology Division

Oak Ridge National Laboratory

ANSWER Tour at ORNL

November 8, 2006

2

OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

ORNL Residual Stress User Center’s Unique X-ray,

Synchrotron & Neutron Facilities for Stress Mapping

Determining stress at difficult locations in large and small specimens

at ambient or at elevated temperature and/or under applied load

Large or small specimens

Flat or curved

Thin films or bulk

Ambient or elevated

temperature or load

Contact: Camden Hubbard

http://html.ornl.gov

Neutron Kappa

Neutron XYZ

X-ray large

specimen

3

OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

Outline

HFIR upgrades and instruments for engineering materials

studies

Design, construction, installation, and performance of

NRSF2 at HFIR

Highlights of research projects (during commissioning)

Summary

4

OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

High Flux Isotope Reactor at ORNL is One of The

Two High Flux Reactor Facilities Worldwide

Commissioning of new scattering

instrument began in 2004. Goals is 15

new instruments.

HFIR Upgrades:

 Be reflector replacement

 new beam tubes

 addition of cold source

5

OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

Operating Instruments at HFIR by

April 2007

Thermal Neutrons

Triple axes instruments (HB1, HB1A, HB3)

Neutron Residual Stress Mapping Facility (NRSF2)

Wide Angle Neutron Diffractometer (WAND)

Four Circle (Single Crystal) Diffractometer

Cold Neutrons

Small Angle Neutron Scattering (40 and 35-m SANS)

(light blue = commissioning phase)

6

OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

Design, Construction,

Installation, and Performance

of the

2nd Generation Neutron Residual

Stress Mapping Facility (NRSF2)

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OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

Slits close to specimen (reactor - high

efficiency) define gage volume

Measured strain component is in the

direction parallel to the scattering

vector Q

XYZ translations for moving sample for

mapping throughout

Specimen rotation or remounting

permits measurement of various strain

components

Determination of either an individual strain

component or the full strain/stress tensor.

Method is generally non destructive

and measures throughout the thickness

of the sample.

Measurement Volume in Neutron Diffraction

Mapping is Defined by the Neutron Optic Elements

Incident Beam

Incident Beam Slit

Diffracted Beam Slit

Detector

Specimen

Q

(Scattering Vector)

2q

- -

- -

1

2

Sampling or gage volume

8

OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

NRSF2 Is One of Four New Instruments to

be Installed Around HFIR’s HB-2 Tunnel

 Dedicated location - 100%

of time for materials

science and engineering

 New doubly focusing, Si

wafer monochromator

higher flux

five wavelengths

 Large capacity XYZ

goniometer

 Seven PSD detector array

 high efficiency

 Load frame

 Furnaces

 Huber phi-chi orienter

 Advanced software

9

OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

The Popovici-Stoica Stacked Si Wafers, Double Crystal,

Doubly Focusing Monochromator Provides Five Choices of l

from 1.45 to 2.67 Å and Major Flux and FWHM Enhancements

70 75 80 85 90 95 100 105 110

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

Ge(511)

Ge(422)

CaF

2

(420)

mbend 40

mbend 60

mbend 80

mbend 100

mbend 120

mbend 139

optimum eperimental limit

theoretical expectation

FWHM [ 0 ]

2 q [ 0 ]

Si 331

Ge(400)

CaF

2

(422)

Ge(331) Mo(211)

FWHM optimized by

changing the bending radius

0.6Al 311 6.3 6 3

Ni 220 16 15 0.69

Fe 211 11 12 0.54

FWHM

Ratio

Integrated

Intensity

Ratio

Peak

Intensity

Ratio

Phase

hkl

With addition of 7-detector

array the gains, depending

on wavelength, will be from

30 to 80x !

Performance enhancements compared

to first generation NRSF (1991-2000)

(both used single PSD detector)

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OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

X Y Z W & 2Q Stages Provide High Accuracy

with Flexibility for Small and Large Samples

Mechanically rigid, highly

reproducible positioning

500 kg load directly on XY

Rotation stages

 2q accuracy of 0.001°

 W accuracy of 0.003°

Translation stages

 X-stage - 400 mm

 Y-stage - 200 mm

 accuracy - 0.01 mm

Accessories (HTML & CNS)

Load frame (5000 lbs force)

Huber chi-phi orienteer

Vertical Z-stage (50 kg, 400 mm)

Z-Elevator (450 kg, 200 mm)

Furnaces(gas, vacuum, induction)

5T Superconducting magnet with

induction heater insert

Large area and 3T overhead crane for

mounting large specimens or accessories

11

OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

System Calibration is Precise and Accurate

100 120 140 160 180 200 220 240 260 280 300

80.5

81.0

81.5

82.0

82.5

83.0

83.5

84.0

Value Error

-----------------------------------------------------

D2q/Dchannel 0.01921 1.27E-5

2q

channel number

70 75 80 85 90 95 100 105 110

-0.005

-0.004

-0.003

-0.002

-0.001

0.000

0.001

0.002

0.003

0.004

0.005

RMS

2q

Max error of

reference peak

positions ~0.002°2q

PSD channel to

2q conversion

very linear

Calibration powders:

• Ni, Fe, Mo, Ge, CaF2 reference powders

• Accurate lattice parameters for each from XRD

with SRM Si standard and cell refinement

• Reproducible mount of calibration samples

Calibration Steps

PSD intensity response

Conversion of channel

number to angle

Out of Plane detectors

Finite detector height

Fit 2q0 and l

12

OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

Load Frame Developed via LDRD Project

for In-situ Deformation & Materials Behavior Studies

An automated load frame has been

developed to study specimens

under large uniaxial loads for in-situ

deformation studies.

Key features include:

5000 lbf. loading capacity

Tension/compression (static)

Low cycle fatigue (dynamic)

Automated load control and macrostrain

recording

Fast data collection (6 sec) allows

continuous strain rate experiments

Z-elevator provides for mapping

about crack tips under loads

A wet-chemical, environmental cell

is being developed for:

hydrogen charging

cathodic protection

corrosion studies

Specimen

(-)

(+)

(ref)

Mechanical

Loading

Potentiostat

In-Situ

Neutron

Diffraction

(- )

Environmental cell

for electrochemical

charging

NRSF2’s

load frame

ready to be

lifted from

cart onto

XYZ unit

Tensile testing

sample geometry

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OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

AL2024 Continuous Loading Versus Step

Loading Yields Similar Results >50% Faster

Neutron data collection times:

• Step loading

• raise load, hold and count

• 2 min/point and 30 different

loads --> 60 min.

• Continuous loading

• 15 sec/point for 25 min.

• extended to greater strain

• eliminates potential creep 0.00 0.02 0.04 0.06 0.08 0.10 0.12

-0.001

0.000

0.001

0.002

0.003

0.004

0.005

0.006

Elastic Strain

Total Strain

No.8-cont.

No.4-step

Al2024 continuous and step loading comparison

 Continuous loading enables neutron diffraction materials behavior

studies most comparable to conventional mechanical property testing

14

OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

LabView NRSF2-MAP Developed For Users

with Great Flexibility and Reliability

NRSF2-MAP controls XYZ’s

mono, SPS and accessories

such as load frame, huber,

furnaces, …

Collection spread sheet

 real axes-2Q, W, X, Y, Z, phi

 pseudo axes- Si400, load, ..

 time-sec, min, hours

 monochromator and bend

 notes

Edge Scans

 automated collection

 model fitting

Multiple instrument control

 NRSF2

 TEC

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OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

LabView Software NRSF2-VIEW Developed for

Real-Time Display

NRSF2-VIEW provides

 Calibration

 Real-time results display

 Post experiment processing

 User can take executable

code with them

Displays

 Fitting of last profile

 2D-Parameter vs axis, log#, …

 3D-Parameter vs 2 axes

16

OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

Highlights of Initial Projects

During Commissioning

To date there have been four themes for the NRSF2

Materials science and engineering studies

 Residual stress mapping

 Materials deformation behavior

 Real time and in situ experiments

 Phase and hydrogen content mapping

 User Proposals: http://html.ornl.gov

 Contact: Cam Hubbard, 865-574-4472,

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OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

NRSFNRSF2’s First Strain Mapping Project

Characterize New Weld Processes and Filler Metals

Baseline - tensile stresses

New weld processes - compressive

 Results helped

improve & validate

stress models

 Impact is enhanced

fatigue life!

Caterpillar developing new

filler metals and weld

processes

Validation of finite element

modeling was goal

Cruciform steel plate samples

Combined ND and XRD

stress mapping

18

OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

Crack Opening (Transverse) Strains Mapped

along line of Compact Tension Specimen Crack

 The perturbed plastic zones associated with cyclic fatigue and the

overload can be distinguished

-6 -4 -2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30

-1400

-1200

-1000

-800

-600

-400

-200

0

200

400

600

800

1000

1200

1400

Lattice strain (10-6)

Distance from overload point (mm)

1

2

3

4

5

6

7

20 30 40 50 60

Stress Intensity Range DK (MPam1/2)

N

R

N

R

Retardation Period

Pmax

Pmin

Poverload

cycle

load

5

4

3

2 6

7

1

7 specimens

examined ex situ

19

OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

2-D Mappings of Four Overload Specimens with

Detailed Mapping Measured for Axial Strains

-10

-5

0

5

10

15

20

25

-10 -5 0 5 10 15 20 25 30

Along crack direction

Transverse direction

-10

-5

0

5

10

15

20

25

-10 -5 0 5 10 15 20 25 30

Along crack direction

Transverse direction

-5

0

5

10

15

20

Y

-200

-200

-200

-200

-50

-50

-50 110000

100

100

100

100

100

100

100

100

250

250

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250

250

250

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250

250250

250

250

250

250

250 250

250

250

250

400

400

400

400

400

400

400

-5 0 5 10 15 20 25

X SP1

-5

0

5

10

15

20

y

-500

-350

-200

-200

-200

-200

-200

-50

-50

100

100

100

100

100 100

100

100

100

100

100

100

250

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250

250

400

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400

400

550

700

-5 0 5 10 15 20 25

x SP2

-5

0

5

10

15

20

y

-350

-350

-350

-200

-200

-200

-200

-200

-200

-200

-200

-50 -50

-50 -50

-50

-50

-50

-50

-50

-50

100

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100

100

100

100 100

250

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400

400

550

550

700

-5 0 5 10 15 20 25

x SP6

Gage volume 4 mm3, 1700 data points in four 2-D maps collected in 4 days

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OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

Arizona State Used In-situ Loading on NRSF2

ASU Goal is to Develop Models for Lightweight MMCs

Driveshafts

Cylinder liners

0

200

400

600

800

1000

1200

1400

0 0.01 0.02 0.03 0.04 0.05

Global Strain

Global Stress-Strain Curve

SiC Internal Stress

Al Matrix Internal Stress

2080Al-20vol.% SiC

5x5x5 mm3

Phase sensitive!

Al-SiC Composites

Load

21

OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

0

200

400

600

800

1000

1200

1400

0 0.01 0.02 0.03 0.04 0.05

Global Strain

Global Stress-Strain Curve

SiC Internal Stress

Al Matrix Internal Stress

2080Al-20vol.% SiC

FEM

FEM

FEM

Comparison of in-situ Loading Stresses from ND

With FEM Model Shows Need to Improve Models

22

OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

 –ZrH2 Identified in the Bulk

Zircalloy Rods by Neutron Diffraction

• Zr-4 rods charged with H gas in tube furnace:

 at 430 °C and 13.8 kPa

 for 30, 60, and 90 min.

• A hydride layer at the surface of the specimen was

observed for the 60 min. rod (Fig. 3)

• Neutron diffraction was used for identification of

-ZrH2 (Fig. 4):

 increase in -ZrH2 peak intensities with charging

decrease in the Zr peak intensities

 systematic increase in the overall background

• Neutron incoherent scattering was used for

measurement of total H content by quantifying the

change of the background signal:

 large incoherent scattering from H

 low from Zr-4

Fig 3. A cross-sectional fracture surface

(quadrant) showing a hydride layer with

a thickness of about 400 μm at the

surface of the specimen.

0.5 mm

Hydride layer

Fig 4. Neutron diffraction profiles of the asreceived

Zr-4 specimen and specimens

charged with H for 30, 60, and 90 min.

23

OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

Hydrogen Distribution Mapped Within ThHydrogen The

Rod

• NRSF2 neutron incoherent scattering

 Gage volume: 1 x 20 x 1 mm3

 = 1.887 Å

 2 = 74-78 deg., flat background region

• The mapping (Fig 6.) shows a H

concentration maximum near the surface

• Future work

 Quantitative evaluation of the data taking

into account H attenuation, sample

geometry, and the gage volume.

 Mapping ZrH2 phase fraction

Fig. 6. Variation of the background intensity along

the radius of as-received and 60-minute charged

E. Garlea, V. O. Garlea, H. Choo, C. R. Hubbard round-bar specimens.

and P. K. Liaw, “Neutron Incoherent Scattering

Measurements on Hydrogen-Charged Zircaloy-4”,

submitted to Materials Science Forum (2006).

Next - study hydrogen charging on

stresses around cracks and on basis

of changes in fatigue life

24

OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

The Future for ORNL Engineering Diffraction

NRSF2 full user program begins with HFIR Cycle 408 (April-May, 2007)

Cycles 409 & 410 Summer 2007

Goal is to run 8-10 fuel cycles (~23 days each) per fiscal year there after

Vulcan commissioning 6/2008-12/2008

Similar to ISIS level

SNS reaches full power ~2010

 8x ISIS

 comparable time average flux to HFIR at full power

VULCAN will have large detector solid angle

Increasingly complex studies to be encouraged

materials behavior under biaxial loads

In situ and simulated processing

real-time demands

engineering stress mappings at increasingly finer resolution and pixel density

25

OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

NRSF2 and VULCAN will work in

tandem to optimize user access

NRSF2 & VULCAN will share

“Off line/On line” alignment system

Experiment simulation and planning software tools (SSscanSS)

Proposal process will identify most appropriate instrument

NRSF2 strengths

 Spatial resolution mapping with one or a few hkl

 Engineering residual stress mapping

 Industrial focus (particularly EERE transportation related & WFO)

VULCAN strengths

 Materials deformation behavior (intergranular stresses, twinning, defects)

 Spatial mapping with collection of the full pattern

 Real-time, in situ studies requiring full pattern

 Science focus

26

OAK RIDGE NATIONAL LABORATORY

U. S. DEPARTMENT OF ENERGY

On-line/Off-line Sample and Instrument Alignment Systems

Procured, Initial Training Taken, Off-line Lab Being Set Up

Four laser trackers (~$450K)

Two for VULCAN building

One for off-line alignment

One for NRSF2

Enables rapid and accurate

3D sample alignment

accuracy to ~ 0.03 mm

done off-line

CMM capability

input to SSscanSS for

optimize collection

mounting plate transferable

to VULCAN, NRSF2, TEC

For aligning accessories

load frame

vacuum and lamp furnaces

sample orienter

special (e.g. FSP system)

For precise and fast

interchange of radial

collimators

Radial collimators

Laser tracker

system

VULCAN cave