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International Journal of Engineering Science Invention
ISSN (Online): 2319 – 6734, ISSN (Print): 2319 – 6726
www.ijesi.org ||Volume 6 Issue 5|| May 2017 || PP. 60-65
www.ijesi.org 60 | Page
Effect of Step Quenching and Tempering on the Corrosion
Behaviour of a Low Carbon Steel in Hcl Solution
S.C. IKPESENI
Department of Mechanical Engineering, Delta State University, P.M.B. 1, Abraka, Oleh Campus, Nigeria.
Abstract: The trust of this research is to critically examine the effect of step quenching and tempering on the
corrosion performance of a low carbon steel in 0.1M HCl aqueous solution. The steel was first normalized at
850O
C for 1 hour. This was followed by step quenching heat treatment, which involved austenitizing at 850O
C
followed by slow cooling in the furnace to and soaking at various temperatures in the (α + γ) region of 730O
C,
750O
C and 770O
C for 30 minutes and then quenched in water. Some set of the samples were tempered for 1 hour
at 320O
C and air cooled. Samples were prepared for microscopic examination and corrosion performance
evaluation from all the heat treatment procedures. The weight loss method was used to evaluate the corrosion
rate. Volume fraction of martensite was measured for the as-quenched step quenched samples. From the results,
it was observed that martensite volume fraction increased with increase in soaking temperature. The results
also revealed that step quenching increases the susceptibility of the investigated steel to corrosion, while
tempering the as-quenched step quenched steel reduces corrosion susceptibility. Hence, it was recommended
that for applications of this material in chloride environment, tempering should always proceed step quenching.
Keywords: step quenching, tempering, martensite volume fraction, corrosion rate.
I. INTRODUCTION
Steel, over the years has remained the most versatile and most widely used engineering material. The
quest for very high reliability and efficiency of engineering systems and applications had led to the search for
ways of improving the properties of this vital material (steel) in order to enhance the quality of life and improve
industrial safety, at a reasonably competitive cost.
Step quenching is one of the methods that are being employed to improve the mechanical properties of
steel. Ikpeseni et al (2015) [1] reported an improvement in tensile strength and hardness with reduction in
ductility and impact toughness after step quenching a normalized steel sample. It was further reported by same
authors of improvement on all the properties mentioned above after tempering the step quenched samples [1 –
2].
Step quenching is one of the intercritical annealing heat treatment routes for developing dual phase
(DP) steels [2]. Many researches [2 – 10] had been reported with encouraging results on mechanical property
enhancement of DP steels. However, the corrosion behavior of these materials (DP steels) with improved
mechanical properties have not attracted much research as in the case of mechanical properties. Yet the
corrosion behavior of any material is critical to its functionality, efficiency, durability and integrity.
Nevertheless, few researches have been conducted on the corrosion behavior of DP steels. For example, [11- 12]
worked on DP steels in NaCl environment, Alaneme and Momoh [13] worked on H2SO4 and NaOH solutions,
while [14 – 15] worked on H2SO4 and NaOH/H2SO4environments. Most of their results are to some extent
conflicting and contradictory. Hence, this present research is poised to examine the influence of SQ and
tempering on the corrosion susceptibility of carbon steel in HCl environment.
II. MATERIALS AND METHOD
A 16mm diameter ribbed rod was used for this investigation. Spark spectrometer (NCS Labspark
750B) metal analyzer was used to determine its chemical composition shown in Table 1. The as-received
material was subjected to turning on lathe to remove the ribs.
Thereafter, the steel was normalized at 850O
C (30O
C above its AC3) for 1hour in order to annul the
previous thermal, mechanical or thermo-mechanical treatment it would have undergone. 850O
C was arrived at
using Andrews’s equation [16]. Furthermore, AC1, AC3 and Ms were evaluated to be 710O
C, 819O
C and 404O
C
respectively using the same Andrew’s formula. This was followed by step quenching heat treatment which
involved austenitizing at 850o
C for 1 hour and furnace cooling to 730O
C, 750O
C and 770O
C respectively(i.e.
between AC1 and AC3) and soaking at each temperature for 30 minutes, followed by quenching in water – Fig.
1. Some of the step quenched samples were tempered for 1 hour at 320O
C and air cooled.
Effect of Step Quenching and Tempering on the Corrosion Behaviour of a Low Carbon Steel in Hcl
www.ijesi.org 61 | Page
730
750
770 30 Mins
Temp(°C)
Time(mins)
850
1hour
Waterquenching
Furnace
cooling
Fig. 1a: Schematic Illustration of Heat Treatment Schedule for SQ.
320
Temp(°C)
1hour
Fig. 1b: Schematic Illustration of the Tempering Heat Treatment Schedule for SQT
Samples were prepared according to standard procedures [17] for metallographic examination to
characterize their microstructures. 2% NITAL was used as etchant for about 20s. The point count method using
stereology was adopted to evaluate volume fraction of the phases present. Nickon Eclipse (ME 600) optical
microscope fitted with photographic devices and computer accessories was used to examine the microstructures.
Samples in the form of coupons were cut from the heat treated materials. The surfaces were cleaned by using
various grits of emery paper to polish the surface. Thereafter, the samples were washed in water, rinsed in
acetone, dried and stored under the desiccator. The samples were weighed before complete immersion in 0.1M
HCl aqueous solution. The weight loss method was adopted in evaluating corrosion rate. Monitoring lasted for
eighty days at eight days intervals. On each monitoring day samples are withdrawn from the environment,
washed thoroughly using distilled water, rinsed in acetone and dried. A digital chemical weighing balance was
used to weigh the samples before and after immersion. Corrosion rate was evaluated using equation (1)[18 –
20].
CR= W/At (3.4)
Where CR = Corrosion rate (mg/cm2
/year)
W = W0 - Wn
W =weight loss (mg)
W0 = initial weight
Wn = final weight on each monitoring day
A = total surface area of sample (cm2
)
t = exposure time in days converted to year
And
A = 2πr (r+L) because the samples are cylindrical in shape
Where
r = radius of sample (cm)
L = Length of sample (cm)
III. RESULTS AND DISCUSSION
Table 3: Analysis of Volume Fraction Measurement
Sample Intercritical
Annealing
Temperature
(O
C)
Sample
Numbe
r
Martensite Volume Fraction [MVF] (%)
MVF per Sample Average Standar
d
Deviatio
n
Total
Average
Total
Standard
Deviation
SQ730 730 1 45.8,37.5,33.3,33.3,41.7 38.3 ±4.7 46 ±4.9
2 37.5,54.2,45.8,41.7,45.8 45 ±5.5
3 54.2,62.5,50,54.2,50 54.2 ±4.6
SQ750 750 1 50,58.3,58.3,50,54.2 54.2 ±3.7 54 ±4.8
2 41.7,50,54.2,54.2,50 50 ±4.6
3 48.5,66.7,58.3,62.5,58.3 58.9 ±6
SQ770 770 1 58.3,66.7,66.7,54.2,66.7 62.5 ±5.3 63 ±5
2 54.2,62.5,50,54.2,50 54.2 ±4.6
3 79.2,66.7,70.8,79.2,70.8 73.3 ±5
Effect of Step Quenching and Tempering on the Corrosion Behaviour of a Low Carbon Steel in Hcl
www.ijesi.org 62 | Page
A x500 d x500
b x500 e x500
C x500 f x500
Fig. 3: Photomicrograph of as-quenched step quenched samples at: (a) 730O
C (b) 750O
C (c) 770O
C
Photomicrograph of tempered step quenched samples at: (d) 730O
C (e) 750O
C (f) 770O
C
Fig. 4: Specific Mass Loss versus Exposure Time
Effect of Step Quenching and Tempering on the Corrosion Behaviour of a Low Carbon Steel in Hcl
www.ijesi.org 63 | Page
Fig. 5: Corrosion Rate versus Exposure Time
Fig. 6a: Specific Mass Loss versus Intercritical Annealing Temperature for as-quenched Step Quenched
samples.
Fig. 6b: Specific Mass Loss versus Intercritical Annealing Temperature for Tempered Step Quenched
Samples
Fig. 7a: Corrosion Rate versus Intercritical Annealing Temperature for as-quenched Step Quenched
samples.
Effect of Step Quenching and Tempering on the Corrosion Behaviour of a Low Carbon Steel in Hcl
www.ijesi.org 64 | Page
Fig. 7b: Corrosion Rate versus Intercritical Annealing Temperature for Tempered Step Quenched samples.
3.1 Effect of Step Quenching and Tempering on Microstructure
Fig. 3a-f show the microstructures developed after step quenching heat treatment and subsequent
tempering at 320O
C for 1 hour. The microstructure transformed from normalized structure (mixture of ferrite
and pearlite) to irregularly shaped coarse ferrite matrix with martensite dispersed in it upon step quenching –
Fig. 3a-c. The microstructure of the tempered samples showed grain refinement (Fig. 3d-e) when compared with
their as-quenched step quenched counterparts.
Table 3 shows the martensite volume fraction in the microstructure of the as-quenched samples. It revealed that
martensite volume fraction increased with increase in the intercritical annealing temperature.
3.2 Effect of Step Quenching on Corrosion Rate
Fig. 5 shows the corrosion rate of normalized (A), as-quenched step quench (SQ) and tempered step
quenched (SQT) samples against exposure time. It revealed that step quenching increases the rate of corrosion,
because corrosion rate of all the as-quenched samples are higher than that of the normalized sample. Corrosion
rates increased with increase in soaking temperature for as-quenched samples – Fig. 7a. This could be attributed
to increasing martensite volume fraction at higher temperature as reflected in Table 3.
Specific mass loss increased with increase in exposure time and soaking temperature at the (α + γ)
region; while corrosion rate decreased with increase in exposure time in the 0.1M HCl environment as shown in
Figs. 4 and 5. Corrosion rates decreased from 7403.02mg/cm2
to 1406.05mg/cm2
for SQ770 sample on the 8th
day and 80th
day respectively; from 6667.13mg/cm2
to 1316.94mg/cm2
and from 3768.83mg/cm2
to
1094.71mg/cm2
for SQ750 and SQ730 samples respectively on days 8 and 80 respectively.
3.3 Effect of Tempering on Corrosion Rate
Figure 5 again shows that corrosion rate of samples after tempering at 320O
C for 1 hour is lower than
those of the as-quenched samples and also slightly lower than the corrosion rate of the normalized sample. The
specific mass loss of the tempered step quenched samples is lower than those of as-quenched and normalized
samples – Fig. 4 and Fig. 6. Generally, corrosion rates decreased with increase in exposure time while as
expected the specific mass loss increased progressively as a function of time. The decrease in corrosion rate
upon tempering could be attributed to increase in the relative amount of ferrite in the microstructure as can be
observed from comparing the micrographs of the as-quenched samples with the tempered samples micrographs.
For example, comparing Fig. 3a and 3d; Fig. 3b and 3e and Fig. 3c and 3f, an increase in the amount
(qualitatively) of ferrite for each pair of micrograph can be observed (i.e. increase in the presence of light
regions within the micrograph) after tempering. This is linked to the fact that on tempering at 320O
C for 1 hour
more ferrites are nucleated from martensite and already existing ferrite, thereby leaving the microstructure with
a mixture of ferrite and tempered martensite after tempering. This increased amount of ferrite in the
microstructure tends to reduce the cathode to anode (i.e. martensite to ferrite) area ratio and thus reduce
corrosion rates, because on exposure to corrosion environment martensite becomes cathodic while ferrite anodic
to the micro-galvanic cells that are setup [21]. Stress relieving upon tempering could also account for the
decrease in corrosion rate of the tempered samples.
IV. CONCLUSION
From analysis in this research it can be concluded for 0.23%C steel in 0.1M HCl aqueous solution that:
step quenching intercritical annealing heat treatment increases corrosion rate; increased soaking temperature
within the intercritical annealing (i.e. α + γ) region increases corrosion rate; and tempering as-quenched step
Effect of Step Quenching and Tempering on the Corrosion Behaviour of a Low Carbon Steel in Hcl
www.ijesi.org 65 | Page
quenched samples reduces corrosion susceptibility. Therefore, for applications where this material will be
exposed to chloride environment, tempering after step quenching is strongly recommended.
REFERENCES
[1]. Ikpeseni S.C., Onyekpe B.O. and Momoh I.M., Effect of tempering on the microstructure and mechanical properties of austenitic
dual phase steel, International Journal of Physical Sciences,10(16), 2015, 490 – 497.
[2]. Ikpeseni S.C., The effect of microstructure on the mechanical properties and corrosion susceptibility of a dual phase steel developed
from 0.234%C steel, Ph.D. thesis submitted to the post graduate school, university of Benin, Benin City, Nigeria, 2016.
[3]. Yang, J.R and Chen, L.J, Dual ferrite – martensite treatments of a high – strength low alloy steel,Journal of Materials Science, 26,
1991, 889 – 898.
[4]. Huang, J.; Poole, W.J. and Militzer, M., Austenite formation during intercritical annealing, Metallurgical and Materials
Transactions A, 35A (11), 2004, 3363-3375.
[5]. Steinhausler, M., Bake-Hardening Behaviour of Multiphase Steels, Diploma Thesis, University of Leoben, 2004.
[6]. Colla, V.; De Sanctis, M.; Dimatteo, A.; Lovicu, G.; Solina, A. and Valentini, R., Strain hardening behavior of dual-phase
steels,Metallurgical and Materials Transactions A, 40A (11), 2009, 2557-2567.
[7]. Das, D. and Chattopadhyay, P.P., Influence of martensite morphology on the work hardening behaviour of high strength ferrite-
martensite dual phase steel,Journal of Materials Science, 44 (11),2009, 2957-2965.
[8]. Kumar A., Singh S.B. and Ray K.K., Influence of bainite/martensite content on the tensile properties of low carbon dual phase
steels,Materials Science and Engineering A, 474,2005, 270 – 282.
[9]. Murugaiyan, A.; Podder, A.S.; Pandit, A.; Chandra, S.; Bhattacharjee, D. and Ray, R.K., Phase transformations in two c-mn-si-cr
dual phase steels,ISIJ International, 46 (10),2006, 1489-1494.
[10]. Krebs B., Hazotte A, German L and Goune M., Quantitative analysis of bended structures in dual phase steels,Image and Stereol,
29,2010, 85-90.
[11]. Sarkar P.P., Kumar P. and Chakraborti P.C., Microstructure-based evaluation of stress corrosion cracking behaviour of dual phase
steels in 3.5%NaCl solution,Journal of Materials Science and Applications, 2013(2),2013, 1 – 22.
[12]. Osorio, W.R., Peixoto L.C., Garcia L.R. and Garcia A.,Electrochemical corrosion response of a low carbon heat treated steel in a
NaCl solution,Materials and Corrosion, 60(10),2009, 804-812.
[13]. Alaneme K.K. and Momoh I.M., Mechanical properties and corrosion behaviour of micro-duplex medium carbon low alloy
steel,International Journal of Engineering,12,2014, 386 – 392.
[14]. Ramirez-Arteaga A.M., Gonzalez-Rodriguez J.G., Campillo B., Gaona-Tiburcio C., Domimguez-Patino G., Lezama L.L., Chacon-
Nava J.G., Neri-Flores M.A. and Martinez-Villafane A., An electrochemical study of the corrosion behaviour of a dual phase steel
in 0.5m H2SO4. International Journal of Electrochemical Science, 5,2010, 1786 – 1798.
[15]. Hadzipasic A.B., Hadzipasic H. and Vrbanjac S., The influence of medium and microstructure on corrosion rate of dual phase high-
strength structural steels,The Holistic Approach to Environment, 2(2),2012, 73 -74.
[16]. Andrews, K.W., Empirical Formulae for Calculation of Some Transformation Temperatures,Journal of the Iron and Steel Institute,
203,1965, 721.
[17]. Davis D.J. and Oelmann L.A., The structure, properties and heat treatment of metals,(Pitman Books Ltd, London, 1983).
[18]. Fontana M.G.,Corrosion engineering,(Tata McGraw-Hill, 3rd
ed., New Delhi, 2007).
[19]. Ogunleye, I.O.; Adeyemi, G.J.; Onyegoke, A.O.V., Effect of grape fruit juice on the corrosion behaviour of mild steel in acidic
medium, American Journal of Scientific and Industrial Research, 2 (4),2011, 611 – 615.
[20]. Oloruntoba D.T., Ogunniyi I.O. and Fabuyide A.A., Nickel plating and cathodic protection for low carbon steel in chloride
environmentNSE Technical Transactions, 47 (2),2013, 29 - 38.
[21]. Onyekpe, B.O.,Corrosion in oil and gas production, (Ambik Press, Benin City, 2002).

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Effect of Step Quenching and Tempering on the Corrosion Behaviour of a Low Carbon Steel in Hcl Solution

  • 1. International Journal of Engineering Science Invention ISSN (Online): 2319 – 6734, ISSN (Print): 2319 – 6726 www.ijesi.org ||Volume 6 Issue 5|| May 2017 || PP. 60-65 www.ijesi.org 60 | Page Effect of Step Quenching and Tempering on the Corrosion Behaviour of a Low Carbon Steel in Hcl Solution S.C. IKPESENI Department of Mechanical Engineering, Delta State University, P.M.B. 1, Abraka, Oleh Campus, Nigeria. Abstract: The trust of this research is to critically examine the effect of step quenching and tempering on the corrosion performance of a low carbon steel in 0.1M HCl aqueous solution. The steel was first normalized at 850O C for 1 hour. This was followed by step quenching heat treatment, which involved austenitizing at 850O C followed by slow cooling in the furnace to and soaking at various temperatures in the (α + γ) region of 730O C, 750O C and 770O C for 30 minutes and then quenched in water. Some set of the samples were tempered for 1 hour at 320O C and air cooled. Samples were prepared for microscopic examination and corrosion performance evaluation from all the heat treatment procedures. The weight loss method was used to evaluate the corrosion rate. Volume fraction of martensite was measured for the as-quenched step quenched samples. From the results, it was observed that martensite volume fraction increased with increase in soaking temperature. The results also revealed that step quenching increases the susceptibility of the investigated steel to corrosion, while tempering the as-quenched step quenched steel reduces corrosion susceptibility. Hence, it was recommended that for applications of this material in chloride environment, tempering should always proceed step quenching. Keywords: step quenching, tempering, martensite volume fraction, corrosion rate. I. INTRODUCTION Steel, over the years has remained the most versatile and most widely used engineering material. The quest for very high reliability and efficiency of engineering systems and applications had led to the search for ways of improving the properties of this vital material (steel) in order to enhance the quality of life and improve industrial safety, at a reasonably competitive cost. Step quenching is one of the methods that are being employed to improve the mechanical properties of steel. Ikpeseni et al (2015) [1] reported an improvement in tensile strength and hardness with reduction in ductility and impact toughness after step quenching a normalized steel sample. It was further reported by same authors of improvement on all the properties mentioned above after tempering the step quenched samples [1 – 2]. Step quenching is one of the intercritical annealing heat treatment routes for developing dual phase (DP) steels [2]. Many researches [2 – 10] had been reported with encouraging results on mechanical property enhancement of DP steels. However, the corrosion behavior of these materials (DP steels) with improved mechanical properties have not attracted much research as in the case of mechanical properties. Yet the corrosion behavior of any material is critical to its functionality, efficiency, durability and integrity. Nevertheless, few researches have been conducted on the corrosion behavior of DP steels. For example, [11- 12] worked on DP steels in NaCl environment, Alaneme and Momoh [13] worked on H2SO4 and NaOH solutions, while [14 – 15] worked on H2SO4 and NaOH/H2SO4environments. Most of their results are to some extent conflicting and contradictory. Hence, this present research is poised to examine the influence of SQ and tempering on the corrosion susceptibility of carbon steel in HCl environment. II. MATERIALS AND METHOD A 16mm diameter ribbed rod was used for this investigation. Spark spectrometer (NCS Labspark 750B) metal analyzer was used to determine its chemical composition shown in Table 1. The as-received material was subjected to turning on lathe to remove the ribs. Thereafter, the steel was normalized at 850O C (30O C above its AC3) for 1hour in order to annul the previous thermal, mechanical or thermo-mechanical treatment it would have undergone. 850O C was arrived at using Andrews’s equation [16]. Furthermore, AC1, AC3 and Ms were evaluated to be 710O C, 819O C and 404O C respectively using the same Andrew’s formula. This was followed by step quenching heat treatment which involved austenitizing at 850o C for 1 hour and furnace cooling to 730O C, 750O C and 770O C respectively(i.e. between AC1 and AC3) and soaking at each temperature for 30 minutes, followed by quenching in water – Fig. 1. Some of the step quenched samples were tempered for 1 hour at 320O C and air cooled.
  • 2. Effect of Step Quenching and Tempering on the Corrosion Behaviour of a Low Carbon Steel in Hcl www.ijesi.org 61 | Page 730 750 770 30 Mins Temp(°C) Time(mins) 850 1hour Waterquenching Furnace cooling Fig. 1a: Schematic Illustration of Heat Treatment Schedule for SQ. 320 Temp(°C) 1hour Fig. 1b: Schematic Illustration of the Tempering Heat Treatment Schedule for SQT Samples were prepared according to standard procedures [17] for metallographic examination to characterize their microstructures. 2% NITAL was used as etchant for about 20s. The point count method using stereology was adopted to evaluate volume fraction of the phases present. Nickon Eclipse (ME 600) optical microscope fitted with photographic devices and computer accessories was used to examine the microstructures. Samples in the form of coupons were cut from the heat treated materials. The surfaces were cleaned by using various grits of emery paper to polish the surface. Thereafter, the samples were washed in water, rinsed in acetone, dried and stored under the desiccator. The samples were weighed before complete immersion in 0.1M HCl aqueous solution. The weight loss method was adopted in evaluating corrosion rate. Monitoring lasted for eighty days at eight days intervals. On each monitoring day samples are withdrawn from the environment, washed thoroughly using distilled water, rinsed in acetone and dried. A digital chemical weighing balance was used to weigh the samples before and after immersion. Corrosion rate was evaluated using equation (1)[18 – 20]. CR= W/At (3.4) Where CR = Corrosion rate (mg/cm2 /year) W = W0 - Wn W =weight loss (mg) W0 = initial weight Wn = final weight on each monitoring day A = total surface area of sample (cm2 ) t = exposure time in days converted to year And A = 2πr (r+L) because the samples are cylindrical in shape Where r = radius of sample (cm) L = Length of sample (cm) III. RESULTS AND DISCUSSION Table 3: Analysis of Volume Fraction Measurement Sample Intercritical Annealing Temperature (O C) Sample Numbe r Martensite Volume Fraction [MVF] (%) MVF per Sample Average Standar d Deviatio n Total Average Total Standard Deviation SQ730 730 1 45.8,37.5,33.3,33.3,41.7 38.3 ±4.7 46 ±4.9 2 37.5,54.2,45.8,41.7,45.8 45 ±5.5 3 54.2,62.5,50,54.2,50 54.2 ±4.6 SQ750 750 1 50,58.3,58.3,50,54.2 54.2 ±3.7 54 ±4.8 2 41.7,50,54.2,54.2,50 50 ±4.6 3 48.5,66.7,58.3,62.5,58.3 58.9 ±6 SQ770 770 1 58.3,66.7,66.7,54.2,66.7 62.5 ±5.3 63 ±5 2 54.2,62.5,50,54.2,50 54.2 ±4.6 3 79.2,66.7,70.8,79.2,70.8 73.3 ±5
  • 3. Effect of Step Quenching and Tempering on the Corrosion Behaviour of a Low Carbon Steel in Hcl www.ijesi.org 62 | Page A x500 d x500 b x500 e x500 C x500 f x500 Fig. 3: Photomicrograph of as-quenched step quenched samples at: (a) 730O C (b) 750O C (c) 770O C Photomicrograph of tempered step quenched samples at: (d) 730O C (e) 750O C (f) 770O C Fig. 4: Specific Mass Loss versus Exposure Time
  • 4. Effect of Step Quenching and Tempering on the Corrosion Behaviour of a Low Carbon Steel in Hcl www.ijesi.org 63 | Page Fig. 5: Corrosion Rate versus Exposure Time Fig. 6a: Specific Mass Loss versus Intercritical Annealing Temperature for as-quenched Step Quenched samples. Fig. 6b: Specific Mass Loss versus Intercritical Annealing Temperature for Tempered Step Quenched Samples Fig. 7a: Corrosion Rate versus Intercritical Annealing Temperature for as-quenched Step Quenched samples.
  • 5. Effect of Step Quenching and Tempering on the Corrosion Behaviour of a Low Carbon Steel in Hcl www.ijesi.org 64 | Page Fig. 7b: Corrosion Rate versus Intercritical Annealing Temperature for Tempered Step Quenched samples. 3.1 Effect of Step Quenching and Tempering on Microstructure Fig. 3a-f show the microstructures developed after step quenching heat treatment and subsequent tempering at 320O C for 1 hour. The microstructure transformed from normalized structure (mixture of ferrite and pearlite) to irregularly shaped coarse ferrite matrix with martensite dispersed in it upon step quenching – Fig. 3a-c. The microstructure of the tempered samples showed grain refinement (Fig. 3d-e) when compared with their as-quenched step quenched counterparts. Table 3 shows the martensite volume fraction in the microstructure of the as-quenched samples. It revealed that martensite volume fraction increased with increase in the intercritical annealing temperature. 3.2 Effect of Step Quenching on Corrosion Rate Fig. 5 shows the corrosion rate of normalized (A), as-quenched step quench (SQ) and tempered step quenched (SQT) samples against exposure time. It revealed that step quenching increases the rate of corrosion, because corrosion rate of all the as-quenched samples are higher than that of the normalized sample. Corrosion rates increased with increase in soaking temperature for as-quenched samples – Fig. 7a. This could be attributed to increasing martensite volume fraction at higher temperature as reflected in Table 3. Specific mass loss increased with increase in exposure time and soaking temperature at the (α + γ) region; while corrosion rate decreased with increase in exposure time in the 0.1M HCl environment as shown in Figs. 4 and 5. Corrosion rates decreased from 7403.02mg/cm2 to 1406.05mg/cm2 for SQ770 sample on the 8th day and 80th day respectively; from 6667.13mg/cm2 to 1316.94mg/cm2 and from 3768.83mg/cm2 to 1094.71mg/cm2 for SQ750 and SQ730 samples respectively on days 8 and 80 respectively. 3.3 Effect of Tempering on Corrosion Rate Figure 5 again shows that corrosion rate of samples after tempering at 320O C for 1 hour is lower than those of the as-quenched samples and also slightly lower than the corrosion rate of the normalized sample. The specific mass loss of the tempered step quenched samples is lower than those of as-quenched and normalized samples – Fig. 4 and Fig. 6. Generally, corrosion rates decreased with increase in exposure time while as expected the specific mass loss increased progressively as a function of time. The decrease in corrosion rate upon tempering could be attributed to increase in the relative amount of ferrite in the microstructure as can be observed from comparing the micrographs of the as-quenched samples with the tempered samples micrographs. For example, comparing Fig. 3a and 3d; Fig. 3b and 3e and Fig. 3c and 3f, an increase in the amount (qualitatively) of ferrite for each pair of micrograph can be observed (i.e. increase in the presence of light regions within the micrograph) after tempering. This is linked to the fact that on tempering at 320O C for 1 hour more ferrites are nucleated from martensite and already existing ferrite, thereby leaving the microstructure with a mixture of ferrite and tempered martensite after tempering. This increased amount of ferrite in the microstructure tends to reduce the cathode to anode (i.e. martensite to ferrite) area ratio and thus reduce corrosion rates, because on exposure to corrosion environment martensite becomes cathodic while ferrite anodic to the micro-galvanic cells that are setup [21]. Stress relieving upon tempering could also account for the decrease in corrosion rate of the tempered samples. IV. CONCLUSION From analysis in this research it can be concluded for 0.23%C steel in 0.1M HCl aqueous solution that: step quenching intercritical annealing heat treatment increases corrosion rate; increased soaking temperature within the intercritical annealing (i.e. α + γ) region increases corrosion rate; and tempering as-quenched step
  • 6. Effect of Step Quenching and Tempering on the Corrosion Behaviour of a Low Carbon Steel in Hcl www.ijesi.org 65 | Page quenched samples reduces corrosion susceptibility. Therefore, for applications where this material will be exposed to chloride environment, tempering after step quenching is strongly recommended. REFERENCES [1]. Ikpeseni S.C., Onyekpe B.O. and Momoh I.M., Effect of tempering on the microstructure and mechanical properties of austenitic dual phase steel, International Journal of Physical Sciences,10(16), 2015, 490 – 497. [2]. Ikpeseni S.C., The effect of microstructure on the mechanical properties and corrosion susceptibility of a dual phase steel developed from 0.234%C steel, Ph.D. thesis submitted to the post graduate school, university of Benin, Benin City, Nigeria, 2016. [3]. Yang, J.R and Chen, L.J, Dual ferrite – martensite treatments of a high – strength low alloy steel,Journal of Materials Science, 26, 1991, 889 – 898. [4]. Huang, J.; Poole, W.J. and Militzer, M., Austenite formation during intercritical annealing, Metallurgical and Materials Transactions A, 35A (11), 2004, 3363-3375. [5]. Steinhausler, M., Bake-Hardening Behaviour of Multiphase Steels, Diploma Thesis, University of Leoben, 2004. [6]. Colla, V.; De Sanctis, M.; Dimatteo, A.; Lovicu, G.; Solina, A. and Valentini, R., Strain hardening behavior of dual-phase steels,Metallurgical and Materials Transactions A, 40A (11), 2009, 2557-2567. [7]. Das, D. and Chattopadhyay, P.P., Influence of martensite morphology on the work hardening behaviour of high strength ferrite- martensite dual phase steel,Journal of Materials Science, 44 (11),2009, 2957-2965. [8]. Kumar A., Singh S.B. and Ray K.K., Influence of bainite/martensite content on the tensile properties of low carbon dual phase steels,Materials Science and Engineering A, 474,2005, 270 – 282. [9]. Murugaiyan, A.; Podder, A.S.; Pandit, A.; Chandra, S.; Bhattacharjee, D. and Ray, R.K., Phase transformations in two c-mn-si-cr dual phase steels,ISIJ International, 46 (10),2006, 1489-1494. [10]. Krebs B., Hazotte A, German L and Goune M., Quantitative analysis of bended structures in dual phase steels,Image and Stereol, 29,2010, 85-90. [11]. Sarkar P.P., Kumar P. and Chakraborti P.C., Microstructure-based evaluation of stress corrosion cracking behaviour of dual phase steels in 3.5%NaCl solution,Journal of Materials Science and Applications, 2013(2),2013, 1 – 22. [12]. Osorio, W.R., Peixoto L.C., Garcia L.R. and Garcia A.,Electrochemical corrosion response of a low carbon heat treated steel in a NaCl solution,Materials and Corrosion, 60(10),2009, 804-812. [13]. Alaneme K.K. and Momoh I.M., Mechanical properties and corrosion behaviour of micro-duplex medium carbon low alloy steel,International Journal of Engineering,12,2014, 386 – 392. [14]. Ramirez-Arteaga A.M., Gonzalez-Rodriguez J.G., Campillo B., Gaona-Tiburcio C., Domimguez-Patino G., Lezama L.L., Chacon- Nava J.G., Neri-Flores M.A. and Martinez-Villafane A., An electrochemical study of the corrosion behaviour of a dual phase steel in 0.5m H2SO4. International Journal of Electrochemical Science, 5,2010, 1786 – 1798. [15]. Hadzipasic A.B., Hadzipasic H. and Vrbanjac S., The influence of medium and microstructure on corrosion rate of dual phase high- strength structural steels,The Holistic Approach to Environment, 2(2),2012, 73 -74. [16]. Andrews, K.W., Empirical Formulae for Calculation of Some Transformation Temperatures,Journal of the Iron and Steel Institute, 203,1965, 721. [17]. Davis D.J. and Oelmann L.A., The structure, properties and heat treatment of metals,(Pitman Books Ltd, London, 1983). [18]. Fontana M.G.,Corrosion engineering,(Tata McGraw-Hill, 3rd ed., New Delhi, 2007). [19]. Ogunleye, I.O.; Adeyemi, G.J.; Onyegoke, A.O.V., Effect of grape fruit juice on the corrosion behaviour of mild steel in acidic medium, American Journal of Scientific and Industrial Research, 2 (4),2011, 611 – 615. [20]. Oloruntoba D.T., Ogunniyi I.O. and Fabuyide A.A., Nickel plating and cathodic protection for low carbon steel in chloride environmentNSE Technical Transactions, 47 (2),2013, 29 - 38. [21]. Onyekpe, B.O.,Corrosion in oil and gas production, (Ambik Press, Benin City, 2002).