CEMENT and CONCRETERESEARCH. Vol. 2, pp. 717-729, 1972. Pergamon Press, Inc. Printed in the United States.
SIGNIFICANCE
OF
MICROHARDNESS
INORGANIC
OF
POROUS
MATERIALS
P.J. S e r e d a Division of Building Research, National R e s e a r c h Council of Canada, Ottawa, C a n a d a
(Communicated by R. E. Philleo)
ABSTRACT M i c r o h a r d n e s s w a s m e a s u r e d of porous and nonporous s a m p l e s of halite and selenite and it has b e e n s h o w n that the relationship between m i c r o h a r d n e s s and porosity m a y be e x p r e s s e d by the e m perical relation H = H e-bP. T h e significance of the m i c r o h a r d o hess m e a s u r e m e n t s as applied to porous materials is discussed f r o m the standpoint of the disturbed zone of crystals or micro-units, including the p r o b l e m of " w o r k hardening" w h e n p o w d e r e d s a m p l e s are compacted. T h e effect of m o r p h o l o g y on m i c r o h a r d n e s s is also discussed with regard to a series of g y p s u m samples. R e f e r e n c e is m a d e to the effect of humidity on m i c r o h a r d n e s s of porous glass and the conclusion d r a w n that the m i c r o m e c h a n i c s of failure in m i c r o h a r d n e s s are similar to flexure strength. SOMMAIRE O n a m e s u r 4 la m i c r o d u r e t 4 d'4chantillons p o r e u x et non p o r e u x d'halite et de s414nite et on a observe que la relation entre la m i c r o d u r e t 4 et la porosit4 peut %ire repr4sent4e par la relation empirique H = Hoe-bP. L'auteur 4tudie l'importance des m e s u r e s de m i c r o d u r e t 4 appliqu6es aux m a t 4 r i a u x poreux, du point de rue de la zone troubl4e de cristaux et de m i c r o - 4 1 4 m e n t s , y c o m pris le p r o b l ~ m e de "l'4crouissage" lorsque les 4chantillons pulv4ris4s sont compact4s. L'auteur 4tudie 4 g a l e m e n t l'effet de la m o r p h o l o g i e sur la microduret4, pour ce qui regarde une serie d'~chantillons de gypse. II m e n t i o n n e l'effet de l'humidit4 sur la m i c r o d u r e t 4 du verre p o r e u x et conclut que la m i c r o m 4 c a n i q u e de ruine dans la m i c r o d u r e t 4 est semblable ~ la force de flexion.
717
718
Vol. 2, No. 6 MICROHARDNESS, POROSITY, MATERIALS Introduction Indentation
hardness
has been used as a measure
metals
(1), a n d a s a m e a s u r e
(2, 3).
It has been shown that microhardness
as load per unit area has satisfied property
of t h e s t r e n g t h
is e q u a l to t h r e e
of m e t a l s
times
of m i c r o h a r d n e s s
was begunin
Research
C o u n c i l of C a n a d a ,
of p a p e r s
involving gypsumplaster paper
presents
discussion
and its limitations.
of i t s m e r i t s
developed
although it is similar
to i n o r g a n i c
results
portland
porous
cement.
work re-
materials
and a
It will not deal with the cone
by Rehbinder
to t h e m i c r o h a r d n e s s
will be dealt with in a separate
National
of t h e d e v e l o p m e n t
to i n o r g a n i c
porous
(4, 5, 6) r e p o r t
and hydrated
a summary
of t h i s t e c h n i q u e
technique
mechanical
or micro-areas.
measurements
l a t i n g to t h e a p p l i c a t i o n
penetration
T h i s , in p a r t ,
t e s t of a n i m p o r t a n t
and a number
rocks
expressed
1966 a t t h e D i v i s i o n of B u i l d i n g R e s e a r c h ,
of s u c h m e a s u r e m e n t s The present
and rocks
layers
of
crystalline
the yield strength.
a n d o n e t h a t c a n b e a p p l i e d to s u r f a c e
materials
subject
of n o n p o r o u s ,
the need for a non-destructive
The application
of s t r e n g t h
and his co-workers
technique
in s o m e
in U S S R ,
respects.
This
publication.
Experimental Materials Natural Fitzroy
selenite
Harbour,
Ontario
tained as a core from Saskatchewan
single crystals
Power
H.M.
a Saskatchewan Commission);
obtained as commercial samples
(courtesy
products
showed impurities
were
obtained from
Woodrooffe);
salt deposit
pottery
plaster
(courtesyU.S.
Kingdon Mine,
natural
(courtesy
R.
halite was obHanson,
and a hemihydrates Gypsum).
Analyses
were of
below 0.01%.
Equipment Both Tukon and Leitz microhardness and both Knoop and Vickers indenters
gave similar
To measure material almost
values
For the samples
under
of t h e i n d e n t a t i o n
of a s a m p l e
to m o d i f y t h e l i g h t i n g s o t h a t a b e a m
to t h e i n d e n t e d
were
used,
study both
of m i c r o h a r d n e s s .
the diagonal
it was necessary parallel
indenters.
testing machines
surface
and highlighted
of a p o r o u s of l i g h t p a s s e d
the boundary
of t h e i n -
Vol. 2, No. 6
719 MICROHARDNESS, POROSITY, MATERIALS
dentation.
T h e diagonal w a s m e a s u r e d
vided with the m i c r o h a r d n e s s Microhardness to 5 0 %
RH
by m e a n s
of the optical s y s t e m pro-
instruments.
measurements
were made
in either a r o o m
conditioned
or a gloved box w h e r e relative humidity w a s maintained at dif-
ferent levels.
Compacts
of p o w d e r e d
s a m p l e s w e r e p r e p a r e d by the technique
of dry c o m p a c t i o n in a steel m o l d (4) . E x a m i n a t i o n of m i c r o s t r u c t u r e the apex of an indentation w a s m a d e
with S E M
under
( C a m b r i d g e Stereoscan) on a
fractured surface. What Does Microhardness Measure? T h e question of w h a t m i c r o h a r d n e s s
measures
fully with regard to n o n p o r o u s materials (i, 7, 8). technique of testing by A S T M
Committee
has been discussed
A review in 1966 of this
E-4, Subsection
V, led to the con-
clusion that h a r d n e s s is still relatively undefined and little understood.
It is
valid to ask the basic question with regard to the application of the technique to porous materials such as hydrated c e m e n t and g y p s u m
plaster.
F o r n o n p o r o u s materials it has been s h o w n that m i c r o h a r d n e s s
is in-
dependent of load (7, 9). A similar conclusion w a s reached for porous m a terials b a s e d on m e a s u r e m e n t s
of c o m p a c t e d
salt.
A twenty-fold variation
in load did not p r o d u c e a variation in the values of rnicrohardness b e y o n d the normal
scatter within the a c c u r a c y limits of the m e a s u r e m e n t . P o r o u s materials tend to have a heterogeneous microstructure in-
volving a wide range of particle sizes and pore sizes. measurement reason,
If m i c r o h a r d n e s s
is to be representative of the bulk material it must,
include a statistically significant n u m b e r
for this
of particles and pores.
F o r n o n p o r o u s materials Atkins et al (8) concluded that the d e f o r m e d zone r e s e m b l e s
radial c o m p r e s s i o n
approximately a hemisphere
and practically unaffected by the detailed shape
of the indentation itself. A s s u m i n g porous systems,
and that the elastic/plastic b o u n d a r y is
that this conclusion is applicable to the
the depth to which the microstructure is disturbed at the
apex of the indentation should be the radius of the h e m i s p h e r e ed zone (Fig.
la).
of the d e f o r m -
720
Vol. 2, No. 6 MICROHARDNESS, POROSITY, MATERIALS 400~m ,
v'iCKER
1 \
l
nD
/
/
,\ oo \
\
A.3.o ~e --~--
FIG. Microhardness
indentation
(2)
(1) M i c r o g r a p h of undisturbed microstructur e outside deformed zone.
la and
Micrograph of d i s t u r b e d microstructure in d e f o r m e d
lb
of g y p s u m p l a s t e r b e l o w SEM micrographs of V i c k e r ' s m i c r o h a r d n e s s indent sample
zone
zone.
FIG.
A cast gypsum
deformed
of 52% p o r o s i t y
v e a l e d t h a t t h i s d e p t h of d i s t o r t i o n
and fracture
the apex
examined by SEM has reof t h e c r y s t a l s
under the
a p e x of a n i n d e n t a t i o n is r o u g h l y e q u i v a l e n t to t h e l e n g t h of t h e d i a g o n a l of the indentation using the Vickers t u r e of t h e d e f o r m e d From
and undeformed
these observations
4 0 0 ~ m ( d i a g o n a l of V i c k e r s is c o n t a i n e d b y a h e m i s p h e r e sample
it w a s e s t i m a t e d
total number
indenter.
of c r y s t a l s
Figure
1 b shows the microstruc-
zones.
it m a y b e c o n c l u d e d t h a t a n i n d e n t a t i o n
indentation),
the volume
of t h e d e f o r m e d
of r a d i u s 4 0 0 ~ m o r 134 x 106 ~ m 3.
t h a t t h e r e is a b o u t 0 . 0 1 8 c r y s t a l / ~ m
3,
of
zone,
For this
so that the
a f f e c t e d is a b o u t 2 . 4 m i l l i o n f o r t h e o n e t e s t .
In cement paste most
of t h e m i c r o - u n i t s
or crystals
are much smaller
Vol. 2, No. 6
721 MICROHARDNESS, POROSITY, MATERIALS
t h a n t h o s e in t h e g y p s u m applicable
to t h e h y d r a t e d
microhardness number
sample.
in t h e c e m e n t
pyramidal
system,
would,
TT t h e s e
observations
then an indentation
for the same
porosity,
are
produced
by
involve a larger
and should be valid as representing
a statistically
by any direct
observations
system.
material
barrel-shaped
above.
This cannot be easily verified
According porous
analysed
cement
measurement
of m i c r o - u n i t s
significant
cause
sample
to K i n g a n d T a b o r
(9) m i c r o h a r d n e s s
produces
a plastic
deformation
indentation
resulting
from
faces.
This piling-up
the displaced
material
indentation
of a p o r o u s
of b r e a k i n g
of b o n d s b e t w e e n
companied
by densification,
decreases
this process
a piling-up
is not observed
must
particles as occurs
must
involve,
at the centre
with a porous
materialbeThus the
w h o l l y o r in p a r t ,
in c o m p a c t i o n
the process
of p a r t i c l e s
of p o w d e r s .
replaced
as a
of t h e
in t h e p o r e s .
as well as fracturing
be proportionately
on a n o n -
that can be observed
can be accommodated
material
indentation
ac-
As porosity
b y o n e of p l a s t i c
deformation. Indirect relative
evidence
humidity
hardness on Y o u n g ' s
from
changes
(to b e d i s c u s s e d
of a p o r o u s
material
in m i c r o h a r d n e s s
in a l a t e r
with changes
section) indicates
is representative
that micro-
of i t s f l e x u r e
strength.
modulus
and hardness
of h y d r a t e d
have been combined
and replotted
in F i g . 2 to s h o w t h e r e l a t i o n
these measurements. lated for similar
The results
samples
but their
suggest
in
Data
cement, Soroka and Sereda between
that these properties
significance
(6),
is not apparent
are reat present.
80 60 ~E 40 ~E o ' 30
FIG.
i
---
DATA
•
o COMPACTS ~,, • C O M P A C T E D PASTE • o PASTE objs~ .
~. ~o q
Relation between hardness and Young's modulus for hydrated cement paste and compacts.
d --
~
s
~
6
og/
/ I
I
[
I
I
4
6
8
10
15
E X ]O - 4 ,
KG PER SQ CM
I 3O
722
Vol. 2, No. 6 MICROHARDNESS, POROSITY, MATERIALS
Effect of Porosity Strength and Young's modulus of various materials have been related to their porosity by an empirical relation (i0-14).
A similar empirical re-
lation has been found for microhardness and porosity of compacts of a n u m ber of crystalline powdered materials as well as hydrated g y p s u m and hydrated
cement
(4, 6).
H = H e -bp
(1)
0
where H and H° are the microhardness p l e s of a g i v e n m a t e r i a l , b = an empirical p = sample The basic
constant,
was carried
Microhardness
measured
of t h e K n o o p i n d e n t e r .
values
respectively,
out using large
of t h e s i n g l e c r y s t a l s
of 2 0 . 4 t o 2 2 . 8 ,
published
by King and Tabor
faces
particular measure
by Kurichina
of t h e s e l e n i t e
and depended
orientation
because
a n d a v a l u e of 17 t o 18,
faces
of t h e t e n d e n c y single crystals
relative
The values
increased
varied
greatly
on At a
it was not possible
of t h e c r y s t a l
was also very
considerably
to
to c l e a v e . sensitive
to
when the relative
hu-
c o n d i t i o n w a s c h a n g e d f r o m 50 to 0%. A number
pestle
well with
of t h e K n o o p i n d e n t e r .
on certain
of s e l e n i t e
midity
of h a l i t e w a s
reasonably
single crystal
The microhardness humidity.
(15),
on t h e o r i e n t a t i o n
of t h e i n d e n t e r
microhardness
of
(9).
The microhardness different
single crystals
A value for Knoop Hardness
( K H N ) of 1 9 . 5 k g / m m 2 w a s o b t a i n e d t h a t a g r e e s
reported
sam-
and
halite and selenite.
Number
and nonporous
porosity.
correlation
by means
of t h e p o r o u s
to pass
ent pressures
of t h e s e
the 200-mesh
single crystals sieve;
i n a m o l d to f o r m
and about 1.3 mm
termined
using the Knoop indenter.
50% r e l a t i v e age values
humidity.
the powder
compacts
diameter
thick.
Ten values
used to plot the logarithm
were
crushed
in a m o r t a r
was then compacted
of v a r y i n g
Microhardness
porosity
along the diameter of m i c r o h a r d n e s s
were made were
at differ-
3.17 cm in
of e a c h c o m p a c t
All measurements
and
was dein a i r a t
taken and aver-
vs porosity.
Figure
723
Vol. 2, No. 6 MICROHARDNESS, POROSITY, ~IATERIALS i00 ~
,
)
,
80 F ~_~
vs
porosity
"\
I io
,
L ,zo
POROSITY.
3 shows the straight-line value for the constant, Effect
relation
confirming
the validity
~
, 3o
PER CENT
of e q u a t i o n
(1).
The
b, w a s f o u n d t o b e 6 . 3 f o r h a l i t e a n d 9, 3 f o r s e l e n i t e .
of C o m p a c t i o n Nonporous
crystal. size,
)
} ~
3
Microhardness of c o m p a c t s .
'
o SELENITE • HALITE m3HALITE (ANNEALED)
601%.
FIG.
I
compacted
This can be attributed
both effects produced
observed
work hardening
with the resulting
of 0 . 5 % ,
Similar
were
a rate
results
of v a r i o u s
by compaction
brought
porosities
were
annealed
The results
t h e e f f e c t of s t r a i n
for which the normal work where
obtained normal when the series
upon microhardness
Brace
of a s i n g l e c r y s t a l ,
values
compacts of h a r d n e s s .
of h a l i t e c o m -
King and Tabor
of a n o n p o r o u s
of 27 k g / m m 2 f o r a h i g h l y s t r a i n e d
100, 000 p s i a n d t h e m i c r o h a r d n e s s
was stressed
(3)
to 6 0 0 ° C a n d c o o l i n g a t
a r e s h o w n on F i g . 3.
a single crystal
compact
rubbing
by heating
of g r a i n
temperature.
He also produced
v a l u e w a s f o u n d to b e 1 7 . 2 .
For a nonporous
and reduction
at normal
about by surface
and by annealing
salt when they obtained a value
present
to " w o r k h a r d e n i n g "
obtained at DBR/NRC
of 0 . 6 ° C / m i n .
demonstrated
than twice as hard as the single
d o u b l i n g of m i c r o h a r d n e s s .
having porosity
pacts
halite is more
This is confirmed in a c o m p a c t i o n
(9)
rock
specimen in t h e m o l d to
doubled. of s e l e n i t e
the extrapolated
(Ho) m i c r o h a r d -
724
Vol. 2, No. 6 MICROHARDNESS, POROSITY, MATERIALS
ness has a single value that cannot be c o m p a r e d to the range of values obtained for a single crystal.
T h e hardening effect is even m o r e
dramatic in
this case than in halite because the hardness of the single crystal at a particular orientation of the d i a m o n d point is so low that it cannot be m e a s u r e d . In the compact,
the direction of easy fracture disappears b e c a u s e of the
small size of grains and their r a n d o m orientation; the c o m p a c t s by heating.
it is not possible to anneal
It w a s thought the exposure to high humidity would
relieve stress, but this did not happen.
In fact, exposure to humidities of
5 0 % for a period of 10 days caused a considerable increase in microhardness, due possibly to aging (recrystallization),
and resulted in strengthening at
points of contact b e t w e e n crystals. Previous w o r k by Soroka and Sereda (6) has s h o w n that in hydrated c e m e n t the relation of hardness to porosity is the s a m e for c e m e n t paste as for c o m p a c t s of bottle hydrated cement. does not occur in this system,
It is apparent that " w o r k hardening"
possibly owing to the fact that the material is
poorly crystallized and in part a m o r p h o u s . Effect of M o r p h o l o g y Ridge and Surkevicius (16) have s h o w n that different crystal habits of g y p s u m can be obtained by the use of certain admixtures that retard or accelerate set of the hemihydrate.
It w a s of interest to test whether these
changes in habit would be detected as changes in m i c r o h a r d n e s s . T h r e e modifications of the g y p s u m crystals w e r e obtained by hydrating pottery plaster in a rotating polyethylene bottle at a g / w ratio of l: I0, with admixtures of calcium acetate 0.7%,gelatin 0 . 5 % and without admixture. T h e t e m p e r a t u r e w a s controlled at 77°F. RH
T h e crystals w e r e dried at 3 0 %
and c o m p a c t e d at different pressures to provide a range of porosity. T h e s e c o m p a c t s w e r e m e a s u r e d for m i c r o h a r d n e s s and the results
are plotted on Fig. 4 with results for c o m p a c t s of selenite.
T h e results
s h o w clearly that m i c r o h a r d n e s s vs porosity curves are distinct for each preparation, but the significance of this finding is not yet evident.
It is antiei
pated that the crystal habit giving the highest m i c r o h a r d n e s s curve represents the material that will f o r m the strongest s y s t e m at a given porosity.
Vol. 2, No. 6
725 MICROHARDNESS, POROSITY, MATERIALS
100
T
'
100
1
'
80 ° SELENITE (b=9.31 • pptd GYPSUM Ib=l.3) OGYPSUM WITH Ca ACETATE IGYPSUM WITH GELATINE
80
60
oPOTTERY PLA_
\
40
\
2O
o -
EMI HY D R A T [ ' ~ o
iO
z 8
6
[0
L
0
i
10
\i
i
~ o2 \ J
I
I0
POROSITY. PEte CENT
,
I
,
20 POROSITY PER CENT
I
30
FIG. 5
FIG. 4
Microhardness vs porosity c o m p a c t s of h e m i h y d r a t e s .
Microhardness vs porosity for compacts of d i f f e r e n t s a m p l e s
of
of gypsum. Again,
this is not certain,
i n v i e w of t h e p o s s i b i l i t y
of w o r k h a r d e n i n g
d u e to
c ompac tion. As an example
of a v e r y g r e a t c h a n g e in m i c r o h a r d n e s s
changes
in m o r p h o l o g y ,
Fig.
samples
of h e m i h y d r a t e
compacts.
pottery
plaster
and B-Base.
shown by Holdridge Base
(17),
relation
the results
of m i c r o h a r d n e s s
The two samples
According
is mostly
of t w o
8 modification material
and Bconsti-
data do not yield a semi-logarithmic
with porosity.
Effect of humidity Evidence polar species
has been presented
can have a considerable
larly on indentation creep.
(18, 19) t h a t a d s o r b e d
water and other
effect upon microhardness,
In the w o r k n o w p r e s e n t e d ,
as
using the method
It s h o u l d b e n o t e d t h a t t h e B - B a s e to date where
from
have been identified
to D T A a n a l y s e s ,
the pottery plaster
i s c~ m o d i f i c a t i o n .
tutes the only exception
5 shows
resulting
particu-
involving inorganic
726
Vol.
2 , No. 6
MICROHARDNESS, POROSITY, MATERIALS non-metallic materials, it is a significant factor with respect to the value of hardness and as an aging factor in certain porous materials.
B e c a u s e of the
latter it is often difficult to separate the effect of humidity on m i c r o h a r d n e s s because, in conditioning, the s a m p l e undergoes aging.
Comparison
of m i c r o -
hardness values at different humidities is therefore not valid for certain m a terials. F e l d m a n and Sereda (20) have reported the effect of different h u m i d ities on m i c r o h a r d n e s s of porous glass (see Fig. 6).
T h e effects of humidity
on m i c r o h a r d n e s s of porous glass and on flexure strength of portland c e m e n t paste s h o w the s a m e characteristics, suggesting that m i c r o h a r d n e s s is representative of the flexure strength of a porous material.
Additional data are
required to confirm or reject this apparent relation. In s o m e nonporous materials it appears that humidity can have a large effect on m i c r o h a r d n e s s .
Alarge
for m i c r o h a r d n e s s at 0 and 5 0 % R H
single crystal of selenite w a s tested
conditions.
The Knoop microhardness
values obtained on the 010 cleaved face ranged f r o m 13.5 to 31.5 k g / m m
2
for 0 % IZH (depending on the orientation of the indenter) and f r o m 8. i to 9.5 kg/mm
2 for 50°70 condition. 1 .oj~
I
I
I
I
1
- - O ' ~ O - - P O RO U S 0.9
I
I
GLASS
I
I
~
.o
f-30 -- 0 . 9
':,,\T
.
I \',i'-
-F- 0 . 7
LICA
I
.
.
.
----
PORTLAND CEMENT PAS,E
USEO OUART
•
t
--0,7
06
0. 6 --
0. 5 --
--
I
I
I
I
I
I
I
10
20
30
40
50
60
70
RELATIVE
HUMIDITY,
PER
I
I
80
90
CENT
FIG. 6 Effect of humidity on m i c r o h a r d n e s s
and strength
100
.5
~A-
Vol. 2, No. 6
727 MICROHARDNESS, POROSITY, MATERIALS Summary
i.
and Conclusions
It appears that sufficient w o r k has been carried out to support the
conclusion that m i c r o h a r d n e s s m e a s u r e m e n t s
of porous materials provide
meaningful information about m e c h a n i c a l behaviour and that these m e a s u r e m e n t s are as significant for porous materials as they are for nonporous materials.
It is clear that differences in porosity and m o r p h o l o g y of the
s a m p l e can be readily observed. 2.
Microhardness measurements
of porous materials appear to yield the
s a m e characteristic curve as flexure strength w h e n it is related to humidity, indicating that the m i c r o - m e c h a n i c s 3.
of failure are similar in both cases.
A relation exists b e t w e e n m i c r o h a r d n e s s and m o d u l u s of elasticity for
c e m e n t paste.
Similarly, there is a relation b e t w e e n compacting p r e s s u r e
and m i c r o h a r d n e s s w h e n dealing with c o m p a c t s of p o w d e r e d materials. Work
should be done to d e t e r m i n e whether a relation exists b e t w e e n c o m -
pressive strength and m i c r o h a r d n e s s . 4.
Microhardness measurement
is a nondestructive test of m e c h a n i c a l
behaviour and as such offers a useful tool for studying the effect of various microstructural changes in a material with changes in conditions of exposure It is believed that indentation creep m e a s u r e m e n t
can provide information on
creep behaviour of materials.
Acknowledgements T h e crystals of selenite w e r e f r o m the K i n g d o n Mine, Harbour,
Ontario, and w e r e obtained by M r .
H.M.
M i n e r a l Processing Division, D e p a r t m e n t of Mines,
Fitzroy
Woodrooffe,
Chief,
E n e r g y and Resources;
the halite s a m p l e w a s obtained f r o m a core taken f r o m a S a s k a t c h e w a n salt deposit, obtained through the courtesy of M r . Power
Corp.
R. Hanson,
Saskatchewan
T h e author is grateful for these s a m p l e s without which the
w o r k could not have been done. T h e author also wishes to a c k n o w l e d g e the contribution of M e s s r s . D . E . Kennedy, mental work.
E.G.
Quinn and N. D a r b y for assisting with the experi-
728
Vol. 2, No. 6 MICROHARDNESS, POROSITY, MATERIALS This paper is a contribution f r o m the Division of Building Research,
National Research Council of Canada,
and is published with the approval of
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Vol. 2, No. 6
729 MICROHARDNESS, POROSITY, MATERIALS
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