effect of loading rate and crack geometry on the fracture … · 2008. 12. 1. · qs qs i y yd for...
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16. 10. 2008, St LouisASTM Workshop on PCC-Testing
Effect of loading rate and crack
geometry on the fracture
behaviour of precracked Charpy
specimens
Results from recent PCC-TestingHans-Jakob Schindler
Mat-Tec AG Winterthur, Switzerland
Dietmar Kalkhof
Swiss Federal Nuclear Safety Inspectorate (HSK), Switzerland
Conrad Zurbuchen, Hans-Werner Viehrig
Forschungszentrum Dresden, Germany
16. 10. 2008, St LouisASTM Workshop on PCC-Testing
Contents
• Background
• Dynamic effects on transition behaviour
• Effect of in-plane constraints (crack-length)
• Estimation of local strain rates
• Estimation of tensile properties from PCC-tests
• Estimation of KJd from classical CVN-test data
• Discussion and preliminary conclusions
16. 10. 2008, St LouisASTM Workshop on PCC-Testing
Background
• PCC-Specimens for aging surveillance of Swiss NuclearPower plants since 1975
• HSK AN 425 as a testing guideline for PCC-specimens since1978
• Scientific progress and several corresponding revisions AN 425 since
• Related international activities on PCC-testing: DVM, ESIS TC5, ISO, ASTM
• Question: Static vs. dynamic testing
• Current Project to evaluate the use of PCC-specimens in agingsurveillance
16. 10. 2008, St LouisASTM Workshop on PCC-Testing
Purpose of HSK AN 425
• Providing a guideline for PCC-testing, that enables a simple,
automated, user-independent evaluation of key-data
• More specific than ESIS-TC5/ISO procedure
• Defining the minimum requirements of PCC-testing
• Ensures that data suitable for RPV- fracture analysis are
delivered
• Applicability not only to aging surveillance of RPV, but also
to other metallic components where toughness is an issue
16. 10. 2008, St LouisASTM Workshop on PCC-Testing
Core Elements of AN 425
Wmp Fm
F
s
k
1
Wt - Wmp
F
s
Wup Fu
su
)1(),(
2.0 20
211
1
2.0 ν−==
+
+
⋅=
−
E
aaFFKmm
s
CCJ
gyI
p
p
td
( )
( )
1
1
1
0
0
61
2−
−
+
⋅+⋅⋅⋅
−⋅
=
t
mpp
mp
p
tp
N
p
W
WpWW
aWB
a
pC
η
1
14
3−
+⋅=
t
mp
W
Wp
J0.2td
J
slope s1
0.2 mm
0.2 mm ∆a
J0.2Bld
Blunting line
Dynamic
J-R-curve
Jid
J=C·∆ap
con
tdcontd
c
JJ 2.0
/2.0 =
≥
<<−⋅+=
5.01
5.0275.0)5.0(91)(
0
020
0
W
afür
W
afür
W
a
accon
2
0
2
0
/)(2
)(
ss
t
exttaaaW
aWWW
∆−∆⋅−
−⋅=
( ) N
m
BaW
SFs
2
0
1
2
−
⋅⋅=
Constraint-correction:
16. 10. 2008, St LouisASTM Workshop on PCC-Testing
Aim of the current research project
• Effect of loading rate, in-plane constraints (crack-length), out of-plane
constraints (size), notch/crack radius on transition behaviour
• Capability of MC to cope with these effects
• Advantages/disadvantages of dynamic and static testing of PCC-
specimens
Open questions concerning:
Motivation:
Efficient testing crucial for long term operation :
How to get maximum information on toughness behaviour from a
limited amount of testing material?
16. 10. 2008, St LouisASTM Workshop on PCC-Testing
Test Material
Original RPV-steel 22NiMoCr3–7
Tensile properties: Charpy transition curve:
Reference temperature acc. E1921: T0 = -75°
16. 10. 2008, St LouisASTM Workshop on PCC-Testing
Effect of loading rate on T0
0
50
100
150
200
250
300
350
400
450
-160 -120 -80 -40 0 40
Temperature [C]
KJc
a/W=0.5a/W=0.3a/W=0.5, 1.2 m/sa/W=0.3, 2.5 m/sMC-50%MC-5%MC-95%MC-dyn 95%MC-dyn 50%MC-dyn 50%
T0=-86° T0d=-13°
Temperature shift due to loading rate 1.2 – 2.4 m/s: ∆T=73°
16. 10. 2008, St LouisASTM Workshop on PCC-Testing
Effect of crack-length on T0
Quasistatic loading: Dynamic loading:
T0/0.5W= -86°C T0/0.3W= -76°C T0/0.5W= -13.8 °C T0/0.3W= -12.1 °C
0
50
100
150
200
250
300
350
400
-60.0 -40.0 -20.0 0.0 20.0 40.0
Temperature [C]
KJc
a/W=0.3, 2.5 m/s
a/W=0.5, 1.2 m/s
MC-95%
MC-5%
MC-50%
0
50
100
150
200
250
300
350
-180 -160 -140 -120 -100 -80 -60 -40 -20 0
Te mperature [C]
KJ
c
a/W=0.3
a/W=0.5
MC-50%
MC-5%
MC-95%
No (or even reversed) effect of crack-length a/W=0.3
(compared with a/W=0.5)
Out-of-plane cosnstraints insufficient?
16. 10. 2008, St LouisASTM Workshop on PCC-Testing
0
50
100
150
200
250
300
350
400
-100 -80 -60 -40 -20 0 20 40 60 80
T - T0 [C]
KJc
a/W=0.5
a/W=0.3
a/W=0.5, 1.2 m/s
a/W=0.3, 2.5 m/s
MC-50%
MC-5%
MC-95%
Transition behaviour dynamic vs. static
Dynamic:
Loss of constraints
+
adiabatic effects
+
loss of strain rate
Related effect:„cleavage gap“
Static:
Loss of constraints
Impact tests: Sharp rise of KJd at ca. 100 MPam^.5
16. 10. 2008, St LouisASTM Workshop on PCC-Testing
Cleavage gap
Cleavage J-R-Curve for CVN specimens
y = 1285.5x0.5649
0
500
1000
1500
2000
2500
3000
3500
0 1 2 3 4 5
da
J
Cleavage J-R-Curve for precracked specimens
y = 1126.5x0.6285
0
500
1000
1500
2000
2500
3000
0 1 2 3 4 5
da
J
Cleavage J-R-Curve for EDM-notched specimens
y = 1115.7x0.5777
0
500
1000
1500
2000
2500
3000
3500
0 1 2 3 4 5
da
J
„Cleavage J-R-Curves“ from a german DVM-round robin
F
s
Fm
Fgy Fu
su sm
Fa
1
k
sf
0.05Fm
sgy
16. 10. 2008, St LouisASTM Workshop on PCC-Testing
Representative strain rates
0
2v
S⋅=ε&
022
2v
EWB
Skt ⋅⋅
⋅⋅=
αε&
ASTM-Draft = 5/s
Smooth beam, elastic
f
ys
tE ⋅=
σε&
CVN-notched, elastic
= 30/s
= 120/sSmooth beam, plastic hinge
= 180/s
EDM- notch, length a,
notch radius ρ=0.1mm,0
)(v
S
aW⋅
⋅
−⋅=
ρ
ηε&
Deep crack, length a 0
)(v
SJ
aWys⋅
⋅
−⋅⋅=
σηε&
CVN-notched, plastic = 800/s
= 5000/s
= 600000/J /s
022
2v
EWB
Sk⋅
⋅
⋅=ε&
0
2v
S
t ⋅⋅
=α
ε&
Typical values for
CVN-specimens, 5m/sFormula
global /
remote
strain
rates
local strain
rates
??
16. 10. 2008, St LouisASTM Workshop on PCC-Testing
Estimation of tensile properties from
impact bending tests F
s
Fm
Fgy Fu
su sm
Fa
1
k
sf
0.05Fm
sgy
( )
+⋅
−
⋅=
22
0
gym
N
yd
FF
BaW
SCσ
ESIS, ASTM-Draft:
Server/Ewing, ASTM-striker, CVN:
From quasi-static SENB-testing, side-
grooved specimens:
C = 0.683
C = 0.748
RFZ (Server/Ewing), ISO-striker, CVN:
C = 0.785
C: „Constraint factor“
Precracked, a/W=0.3: C=0.64
Precracked, a/W=0.5: C=0.67
EDM 0.1 mm, a/W=0.3: C=0.62
EDM 0.1 mm, a/W=0.5: C=0.67
C = 0.738
CVN, ISO-tup:
Comparison
with CVN-data
16. 10. 2008, St LouisASTM Workshop on PCC-Testing
Comparison between CVN and PCCVN
C dependent on crack/notch length and eventually striker geometry
Comparison of dynamic yield stress
400.0
500.0
600.0
700.0
800.0
-50 -40 -30 -20 -10 0 10 20 30 40 50
Temperature [°C]
str
ess [
MP
a]
Charpy, C=0.785
a/W=0.5, 2.4 m/s, C=2.67
a/W=0.5, EDM, 1.2m/s,
C=2.67Charpy, C=0.737
16. 10. 2008, St LouisASTM Workshop on PCC-Testing
Rate effects on plastic flow stress
qs
qs
i
y
yd
for
for
CT
T
T
εε
εε
εσσ
εσ
εσ ε
&&
&&
&
&
&
>
≤
⋅−⋅+
=logexp
),(
),(0
Data collapse to one curve, if flow stress is represented as a function of
0
200
400
600
800
1000
1200
0 2000 4000 6000 8000 10000 12000
Flo
w s
tress [
MP
a]
sigma_y static
sig_y_Charpy
sigma_y_d
Regression curve
εε
&
CT log⋅
General shape:
0
100
200
300
400
500
600
700
800
-200 -100 0 100 200 300
Temperature
Yie
ld S
tress [
MP
a]
static yield stress
Charpy, C=0.737
different strain rates 0.02 - 0.3/s
σi, σ0, Cε, : to be determined by fitting tensile test dataqslε&
16. 10. 2008, St LouisASTM Workshop on PCC-Testing
Determination of open parameters by fitting
sqs /105.2 3−⋅≅ε& Cε=1·E6
0
200
400
600
800
1000
1200
1400
0 2000 4000 6000 8000 10000 12000
Flo
w s
tress [
MP
a]
sigma_y static
sigma_y_d
Regression curve
0
200
400
600
800
1000
1200
0 2000 4000 6000 8000 10000 12000
Flo
w s
tress [
MP
a]
sigma_y static
sig_y_Charpy
sigma_y_d
Regression curve
sCVN /400≅ε&
Plastic flow stress at RT
500
510
520
530
540
550
-4 -3 -2 -1 0
strain rate (log)
Flo
w s
tress [
MP
a]
log(de/dt_qsl)
Representative strain
rate of a CVN-test
Quasi-static strength to be on the same straight
line as the incresed strain rates!
Increased strain rates to be on the same curve
as the static values!
Charpy data to be
on the same curve
as the tensile
data!
16. 10. 2008, St LouisASTM Workshop on PCC-Testing
Estimation of KJc from Charpy-data
18.76][534.0][ 00 −°⋅≅° CTCT CVN
)1(47.11
20.5
2ν−⋅
⋅−
⋅⋅⋅=
m
g
JCV
R
KV
EKVAK
Semi-analytical relation for upper shelf + upper
transition data (Schindler, ASTM STP 1380, 1999) :
Empirical relation to estimate T0 (Sreenivasan et
al., Int. J. Fr. 2004):
≈ -85°C
0
50
100
150
200
250
300
-100 -80 -60 -40 -20 0 20 40 60 80 100
Temperature [C]
KJc
K_JCV
MC-dyn 95%
MC-dyn 50%
MC-dyn-5%
16. 10. 2008, St LouisASTM Workshop on PCC-Testing
Cpmparison between KJcd and KJCVN
estimated from Charpy data
0
50
100
150
200
250
300
350
400
-100 -80 -60 -40 -20 0 20 40 60
Temperature [C]
KJc
a/W=0.5, 1.2 m/s
a/W=0.3, 2.5 m/s
K_JCV
MC-dyn 95%
MC-dyn 50%
MC-dyn-5%
16. 10. 2008, St LouisASTM Workshop on PCC-Testing
Estimation of Percentage of ductile fractureProportion of ductile fracture
0
10
20
30
40
50
60
70
80
90
100
0 20 40 60 80 100
Measured [%]
Calc
ula
ted
[%
]
EQ. (a)
Eq. (b)
Eq. (c)
Eq. (d)
Eq. (e)
Proportion of ductile fracture
0
10
20
30
40
50
60
70
80
90
100
0 20 40 60 80 100
Measured [%]
Calc
ula
ted
[%
]
Eq. (c)
mean a,b,d,e
Available formulas:
16. 10. 2008, St LouisASTM Workshop on PCC-Testing
Discussion and Preliminary Conclusions
• Tendencially higher T0 for a/W=0.3 than for a/W=0.5
Either out-of-plane-Constraints not sufficient, or they do not play a
crucial role in cleavage fracture
• Determination of yield stress and UTS from instrumented Charpy
should be further specified
• EDM-notch of width 0.1mm) causes a temperature shift of ca. 40°
Correction (preferably on y-axis, not temperature shift)
• Slope of transition increases with loading rate
Correction (preferably on y-axis, not temperature shift)
16. 10. 2008, St LouisASTM Workshop on PCC-Testing
Estimation of T0 from an insufficient set of
small-specimen test data
T
KJc
Regression line from invalid
cleavage data50% p.o.f. MC
Jc-validity limit E 1820
TJC T0
100
KJc-validity limit E 1921
KJc-validity limit E 1820
Measured cleavage data
Measured upper shelf data
A
B (size-corr.)