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Proceedings of the 2nd
International Conference on Current Trends in Engineering and Management ICCTEM-2014
17 – 19, July 2014, Mysore, Karnataka, India
Copyright © 2014 by VVCE, Mysore
Mechanical Property Assessment of Austempered and Conventionally Hardened AISI 4340 Steel
S. S. Sharma1, P. R. Prabhu
2, Gowrishankar M. C
3, A. V. B. Sudhakar
4
1Professor, Department of Mechanical & Manufacturing Engineering, MIT Manipal
2Asst. Professor Sr. Scale, Department of Mechanical & Manufacturing Engineering, MIT Manipal
3Asst. Professor Sr. Scale, Department of Mechanical & Manufacturing Engineering, MIT Manipal
4Student, Department of Mechanical & Manufacturing Engineering, MIT Manipal
1E-mail ID – [email protected]
2E-mail ID – [email protected]
3E-mail ID – [email protected]
Abstract: The chemical composition and mechanical properties of steel decide its applicability for manufacturing various components in different areas of engineering interests. Heat treatment processes are commonly used to enhance the required properties of steel with or without change in chemical composition. The present work aims to perform conventional hardening and Austempering treatment with experimental investigation of the effect of austempering and conventional hardening (quenching) on AISI 4340 steel. Different tests like tensile, torsion, hardness, impact and microstructure analysis are carried out in as bought and heat treated conditions. It was found that Austempering improves tensile, torsional and impact strength whereas a marginal decrease in hardness is found as compared to conventional hardening (direct quenching).Lower bainitic and martensitic structures are observed in austempered and conventionally hardened specimens.
Keywords: Heat treatment, austempering, martensite, bainite, hardening, tensile. 1. INTRODUCTION
In today’s world, structural materials require various
properties such as high strength, excellent toughness and
wear resistant due to the demands for high performance
and severe service environments of machine components.
In order to meet these demands, many studies have been
performed on steels especially alloy steels. However,
little attention has been paid to the tensile and torsional
behaviour, toughness and hardness of specimens which
have been given a heat treatment.
Steel over the years has proved to be the most important,
multi-functional and most adaptable material in
automotive, aircraft and general engineering applications.
Nickel, Chromium, Molybdenum, silicon steels are best
suited for applications requiring high tensile strength and
toughness. In recent years, extensive studies on the
improvement of mechanical properties of these materials
have been carried out. Austempering as a heat treatment
process on engineering materials increases the yield
strength, wear resistance, hardness and toughness
properties. Engineered systems are often set by intended
or unintended stresses due to heavy machining, rapid
solidification, bombardment of foreign materials, heat
treatment conditions adopted and thermal cycling on
components. The conventional hardening process may
increase the hardness and ultimate tensile strength but
results in the reduction of toughness of the material.
Hence, a criterion to enhance the properties of materials
such that the maximum load that a component can sustain
is paramount importance.
Steel is one of the important alloy where a variety of
properties are possible by altering heating and cooling
cycle i.e., heat treatment. The tailor made properties are
possible in steels by selecting suitable heat treatment
process according to the application. A wide variety of
thermal hardening techniques are available in the heat
treatment engineer tool kit like direct quenching, stepped
quenching, timed quenching, spray quenching (hardening
with self-tempering), martempering, austempering etc.
Out of these treatment methods austempering method has
the unique advantage of moderate hardness combined
with good toughness and tensional strength. At the same
time generally there is no retained austenite and residual
stresses if the process is designed accordingly. The micro
structure consists of needle like ferrite and well dispersed
carbides as saturated phases. In appearance it resembles
like single phase martensite because of the degree of
fineness of the micro constituents [1–4]. Austempered or
interrupted quenching steels possess optimum hardness
balanced with tensile properties, known as toughness.
134
Proceedings of the 2nd
International Conference on Current Trends in Engineering and Management ICCTEM-2014
17 – 19, July 2014, Mysore, Karnataka, India
Copyright © 2014 by VVCE, Mysore
Commonly austempered steels include AISI 1090, 4140,
4340, 6050, EN 31and SAE 52100 [5–8].
Austempering is a method of hardening by heating to the
austenitizing temperature i.e., 300C to 50
0C above upper
critical temperature in the case of hypo eutectoid steel
followed by isothermal quench in a medium maintained
above temperature, but below the nose of isothermal
transformation diagram and holding the steel in this
medium until austenite completely transforms into
bainite. Lower the temperature range better is the
dispersion of two saturated phases, which enhances
toughness of steel. The quenching severity must be faster
enough so that continuous cooling curve do not cut the
transformation beginning curve of isothermal
transformation diagram i.e., cooling rate is equal to or
greater than critical cooling rate (CCR) and temperature
and duration of isothermal holding in later stage is
designed in such a way that decomposition of austenite
into a well dispersed tiny two phase mixture as ferrite and
carbide is fully completed. In the case of conventionally
hardenable steels like HSLA, Cr-Mo, Ni-Mo where
martensite forms on air cooling, bainite formation also
takes place by continuous slow cooling [9–13]. In such
cases bainitic formation results with retained austenite
and martensite so that bainitic transformation is
incomplete. This type of transformation results in
marginal residual stresses compared to isothermal
transformation. Higher the temperature range of bainite,
lower is the hardness and strength with increased ductility
[14–19].
In this view different tests like hardness, impact, wear
and microstructure analysis, are carried out before and
after heat treatment process. It is found that as bought
steel has less hardness and more wear prone, while
martempered steel is hardest and least vulnerable to wear.
Austempered steel has got highest impact strength and it
is depend upon isothermal holding duration. Least
toughness is observed in conventionally hardened. On the
other hand, qualitative and quantitative studies are
performed to ascertain the influence of austempering heat
treatment process on the properties.
2. EXPERIMENTAL METHOD
The chemical composition of the
investigated steel is determined by optical emission
spectrometer and shown in Table 1.
Table1: Composition of steel used
Component C Si Mn Ni Cr Mo
Wt % 0.4 0.25 0.7 1.85 0.8 0.25
The specimens are prepared by machining from as-
bought steel according to ASTM standard in three sets for
tensile, torsion and impact. Each set consists of three
specimens each for tensile, torsion and impact tests. The
lower bainitic temperature range for AISI 4340 steel is
between 280oC and 350
oC (From Isothermal
Transformation diagram).
One set of as-bought (without heat treatment) specimens
are subjected to austempering on heating to 850oC for 2
hours and quenching in oil bath maintained at 300oC for
about 200-220 minutes isothermally. Second set is
conventionally hardened by heating to 850oC for 2 hours
and quenching in oil bath maintained at room temperature
(30oC). The third set is tested without heat treatment to
compare the properties between austempering,
conventional hardening and without hardening.
2.1 Mechanical testing
Tensile test: All the tensile specimens are subjected to
tensile test on Electronic Tensometer. The load versus
elongation graphs are recorded and analysed.
Fig. 1: Tensile test specimen (All dimensions are in
mm)
Torsion Test: All the torsion testing specimens are
subjected to torsion test on torsion testing machine. The
torque versus angular deflection graphs are plotted and
analysed.
Fig. 2: Torsion test specimen (All dimensions are in
mm)
Fig. 3: Impact test specimen (All dimensions are in
mm)
Hardness test: The specimens are polished with 200
series of emery papers before the test. The Rockwell
hardness tester is employed for the hardness
measurement.
135
Proceedings of the 2nd
International Conference on Current Trends in Engineering and Management ICCTEM-2014
17 – 19, July 2014, Mysore, Karnataka, India
Copyright © 2014 by VVCE, Mysore
Impact test: The charpy test is conducted for all the
samples. The energy absorbed before failure of the
specimen is noted in each case.
Microstructure examination: samples are prepared by
polishing with different grades of emery papers and
etched with Nital solution. Micro structure of the non-
heat treated, austempered and conventionally hardened
AISI 4340 steel is recorded using metallurgical
microscope.
3. RESULTS AND DISCUSSION
3.1 Tensile test
Figures 4 and 5 show the Load versus deformation
graphs for as-bought and conventionally hardened steel.
The as-bought specimen shows clear cut yield point, the
typical ductile behaviour of steel. The conventionally
hardened and austempered specimens do not show clear
yield points. The ductility of as-bought steel is higher
than austempered and conventionally hardened steel. The
area under the load versus deformation is larger for
austempered one as compared to other two. This is the
measure of toughness. The marginal loss in strength is
Fig. 4: Load vs. elongation graph for as-bought
specimen
observed in austempered specimen over conventionally
hardened with the benefit of higher toughness. The
increased deformation with higher strength shows the
increase in stiffness of the material. This is the typical
behaviour of lower bainitic structure. The better
dispersion of fine ferrite and carbides is responsible for
this behaviour. Tensile results especially ductility is poor
in conventionally hardened specimen. A little permanent
elongation is recorded in conventionally hardened
specimen. The fractured surface shows almost brittle
failure without necking. It is the typical behaviour of
unaged martensitic structure. Figures 6, 7 and 8 show the
tensile behaviour of the specimen in with and without
treatment condition.
Fig. 5: Load vs. elongation graph for
austempered specimen
7900
16200 15800
0
5000
10000
15000
20000
Ult
ima
teT
en
sile
Lo
ad
(N
)
Tensile test results
Fig. 6: Tensile load vs. type of modification
3.8
1.3
2.8
0
1
2
3
4
Pe
ak
de
form
ati
on
(mm
)
Tensile test results
Fig. 7: Peak deformation vs. type of modification
5.6
1.4
3.9
0
1
2
3
4
5
6
Bre
ak
de
form
ati
on
(mm
)
Tensile test results
Fig. 8: Break deformation vs. type of modification
0
1000
2000
3000
4000
5000
6000
7000
8000
9000
0 1 2 3 4 5 6 7
Lo
ad
in
N
Deformation in mm
Load Vs Deformation
136
Proceedings of the 2nd
International Conference on Current Trends in Engineering and Management ICCTEM-2014
17 – 19, July 2014, Mysore, Karnataka, India
Copyright © 2014 by VVCE, Mysore
3.2 Torsion Test
Figures 9, 10, 11 and 12 show the torsional
behaviour of the specimen in the given condition. Higher
torque is observed in austempered one as compared to as
bought specimen. Conventionally hardened specimen also
shows lesser torque with lesser yield angular
displacement. Austempered shows higher yield angular
deflection and is at par with as bought specimen. It also
indicates the increase in shear strength of the material
during Austempering. This behaviour is due to the
uniform dispersion of fine ferrite and carbide phases.
Fig. 9: Torque vs. Angular deflection graphs for as
bought specimen
Fig. 10: Torque vs. Angular deflection graphs for
austempered specimen
10400 890012850
0
10000
20000
To
rqu
e (
Kg
-cm
)
Torsion test results
Fig. 11: Torque vs. type of modification
Fig. 12: Angular deflection vs. type of modification
3.3 Hardness test
Figure 13 shows the bulk hardness of the specimen
with respect to the treatment given. Excellent hardness
value is observed in conventionally hardened specimen
compare to as bought. A marginal decrease in hardness is
due to the behaviour of super saturated solid solution
martensite structure.
Fig. 13: Rockwell hardness number vs. type of
modification
3.4 Impact test
Figure 14 shows the ability of the specimen to resist
impact load. The energy absorbed before failure under
impact load is extremely higher in austempered specimen
compare to the other two conditions. It also suggests that
further tempering may not be required after the treatment.
Fig. 14: Energy absorbed vs. type of modification
137
Proceedings of the 2nd
International Conference on Current Trends in Engineering and Management ICCTEM-2014
17 – 19, July 2014, Mysore, Karnataka, India
Copyright © 2014 by VVCE, Mysore
3.5 Microstructure examination
Figure 15 shows the microstructure of different
specimens in all the three conditions at 500X
magnification. Clear distinguished carbide and ferritic
phases are seen in as bought specimen. Conventionally
hardened specimen Shows typical band like single
martensitic phase. Austempered one shows needle type
well dispersed fine phases. This is the typical pattern of
bainitic structure.
(a)
(b)
(c)
Fig. 15: Microstructure of (a) as bought
(b) Conventionally hardened (c) Austempered
specimen at 500X
4. CONCLUSIONS
The UTS of conventionally hardened and austempered
specimens are comparable but peak and break elongation
of conventionally hardened is far less than that of
austempered specimen. This indicates the increase in
elastic limit of the material during austempering compare
to conventionally hardened one. However, the following
conclusions are made during metallography, tensile,
torsion, impact and hardness tests.
· Tensile graph shows clear and sharp yield strength in
as bought specimen.
· Ductility of as bought specimen is higher than
austempered and least in conventionally hardened.
· Yield torque of austempered one in torsion test is
higher but angular deflection is comparable with as
bought specimen. Torsional strength of
conventionally hardened is far less compare to heat
treated one.
· Hardness of austempered and conventionally
hardened are almost similar but far higher than that
of as bought specimen.
· The toughness (energy absorbed before failure) of
the austempered specimen is far ahead compare to as
bought and conventionally hardened. It indicates the
ability of the specimen to undergo self-tempering
during austempering. It also reduces the processing
cost of the specimen to induce toughness compared
to conventionally hardened one.
· Microstructure reveals the clear martensitic structure
in conventionally hardened, needle type bainitic
structure in austempered and ferritic and carbide
structure in as bought specimen.
· There is overall improvement in mechanical
properties of austempered one compared to
conventionally hardened one.
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Proceedings of the 2nd
International Conference on Current Trends in Engineering and Management ICCTEM-2014
17 – 19, July 2014, Mysore, Karnataka, India
Copyright © 2014 by VVCE, Mysore
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