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Journal of Minerals & Materials Characterization & Engineering, Vol. 7, No.4, pp 291-299, 2008
jmmce.org Printed in the USA. All rights reserved
Corrosion Study of AISI 304, AISI 321 and AISI 430 Stainless Steels in a Tar
L.E. Umoru, A.A. Afonja, and B. Ademodi*
Department of Materials Science and Engineering,
Obafemi Awolowo University, Ile-Ife. Nigeria
*Department of Chemical Engineering,
Obafemi Awolowo University, Ile-Ife. Nigeria
This work has investigated the corrosion properties of three types of stainless steels in a tar sand
digester environment with the aim of establishing their relative resistances in the environment.
The corrosion experiments for the stainless steels were conducted by the non-electrochemical
immersion technique with corrosion rates expressed in mils per year (mpy). The spectroscopy
analysis of the Nigerian tar sand was done by the energy dispersive x-ray analysis. The surface
study of the corroded stainless steels was accomplished via a scanning electron microscopy
(SEM) to reveal the form of corrosion.
The results of the corrosion experiments show that all the stainless steels have a relatively low
corrosion rates (<5mpy). The SEM analyses of their corroded surfaces however revealed great
tendency in them to exhibit crevice and pitting corrosions. On the basis of resistance to the two
forms of corrosion the AISI 321 stainless steel exhibited the best resistance in the environment.
Key words: Stainless steel, corrosion, tar sand
Corrosion is one of the most destructive agents and perhaps the greatest consumer of metals
known to man. It is the product of the interaction between the metallic materials and their
environment. Depending on the type of environment and a number of prevailing conditions,
corrosion may be chemical or electrochemical. As for the electrochemical corrosion there is
292 L.E. Umoru, A.A. Afonja and B. Ademodi Vol.7, No.4
metal dissolution at the anode as a result of oxidation reaction: M → M
number of possible reduction reactions at the cathode. Unlike the electrochemical corrosion
reactions that are accompanied by appreciable flow of electrons, chemical corrosions are subject
purely to the basic laws of chemical kinetics. Examples of these type of corrosion abounds in the
corrosion of metals in non-electrolytes such as organic acids, organic alcohol solution carbon
tetrachloride etc ( Koser, 1980).
Tar sand, is a naturally occurring hydrocarbon described as black mass of solid aggregate,
composed mainly of mineral matter, connate water and heavy oil bitumen (Miller and Misra,
1982). The heavy oil contains various fractions-representing parts of a system of multipolymers,
the chemical properties of which change systematically with increasing molecular weight.
Bitumen contains up to 5% by weight of sulphur that is bound together as a variety of aliphatic
and aromatic organo-sulphur compounds. It is the hydrolysis of these compounds that results in
various gaseous productions among which are H
, and H
(Peter et al, 1984).
The aggressive nature of the compounds of sulphur in bitumen on one hand and that of connate
water containing dissolved ions and which is present in the form of a film around the sand
particles in tar sands are often responsible for the deterioration of materials of construction of tar
sand digesters (Umoru, 2001). According to Collins (1975) the connate water due to their high
dissolving power contains some alkali and alkali earth metals that dissolve in the water as it
percolates into the rock.
The digestion of tar sand by the hot water process constitutes a multi-component environment
that is capable of ensuring both chemical and electrochemical reactions. The organic
components of the bituminous content may constitute the chemical corrosion while the gas
produced during digestion and the dissolved alkali and alkali earth metals of the connate water
may constitute the electrochemical corrosion.
Metals depending on their chemical nature and that of the environment exhibit different
corrosion resistances. Stainless steel is a family of iron-based alloys containing at least 11% Cr
and other elements such as C, Mn, Si, Ni, Mo, Ti, and N. The high degree of chromium activity
is actually the principal basis for utilizing it as an alloying element in corrosion resisting alloys.
There are many types of stainless steels in the literature and these are often classified on the basis
of their matrices as ferritic, martensitic and austenitic stainless steels. Not all the stainless steels
are equally resistant in most environments but some have been developed through alloy additions
to resist the aggression from anions in certain environment. Among these are the AISI430 ferritic
grade, AISI304 austenitic grade with an average of 18%Cr/8%Ni and the stabilized austenitic
AISI321 grade. The object of this study is to evaluate the corrosion resistances of these three
grades of stainless steels with a view to selecting the most stable of them as probable material of
construction for the tar sand digester by the hot water process.
Vol.7, No.4 Corrosion Study of AISI 304, AISI 321 and AISI 430 293
The stainless steels used in this work were obtained from a metal scrap market at Owode Onirin
in Ikorodu, Lagos. Two of them are austenitic stainless steels of types AISI 304 and AISI 321
and a ferritic grade-AISI 430. The chemical compositions of these stainless steels are contained
in Table 1. The lumps of Nigeria rich tar sand used for this work were obtained from a town
called Agbabu in Ondo State around where Nigeria has a large deposit of tar sand. The energy
dispersive X-ray analysis of the Nigerian rich tar sand used for investigation is as contained in
Table 2 and Fig.6.
Table 1. Energy Dispersive X-ray Analysis of stainless steel samples.
Atomic concentrations (atom %)
Cr Ni Ti Mn Al Si Fe C
AISI 304 19.91 8.54 - - 0.15 1.22 70.19 0.081
AISI 321 18.78 10.37 0.60 0.06 - 1.15 69.04 0.089
AISI 430 16.78 - - - - - 83.22 0.134
Table 2. Energy Dispersive X-ray Analysis of the Nigerian rich tar sand investigated.
Atomic concentrations (atom %)
Na Mg Al Si P S Ca Ti
1.89 0.78 14.18 71.15 0.89 7.71 2.70 0.69
The other materials used apart from the principal ones mentioned above and which were used
either to simulate the tar sand digester condition or to assist in the sample preparation were all
Corrosion coupons were made from all the materials experimented in this work. Cutting and
grinding of all samples were carefully handled. Holes were drilled in each of the sample with a
3 mm drill bit to facilitate suspension in the corrosion media. Each of the coupons, were ground
to 600 grits starting with different emery grades of 240, 320 or 400 grits. 600 grit is the
recommended surface finish for corrosion exposure of coupons according to Fontana and Greene
(1978). The grinding operation involved back and forth rubbing of specimens on the emery
papers in directions roughly perpendicular to the scratches left by the preceding grinding paper.
After grinding, the metallographic samples were polished on the universal polishing machine.
The polishing entailed the removal of fine scratches due to the finest grinding operation. This
made the specimens’ surfaces smooth and mirror-like. Polishing of the specimens in this work
was carried out on two 6-inch rotating discs of a METASERV universal polisher. The two discs
294 L.E. Umoru, A.A. Afonja and B. Ademodi Vol.7, No.4
covered with new synthetic velvet cloths were impregnated with 5 and 0.3 microns diamond and
alumina pastes respectively.
In order to remove the organic substances on the surfaces of the polished samples, the specimens
were washed with non-bleaching scurrying powder, swabbed with water and then with acetone.
This process removed all the grease, or dirt, present on the samples’ surfaces, which would have
been potential sources of errors and inaccuracies in the measurements of corrosion rates. The
degreased surfaces were then air-dried with warm air from a laboratory drier. The samples were
weighed using a sensitive chemical balance and recorded to the nearest 0.1mg. The
metallographic samples/coupons on the other hand, were not weighed but were etched
subsequent to the microstructural study under an inverted metallurgical microscope.
2.1 pH – measurement
The pH measurement of the corrosive environment was taken throughout the period of the
experiments at intervals of 48 hours. Prior to using the pH meter, the meter was standardized by
first immersing the electrode in distilled water and then adjusting the meter to pH of 7 at room
temperature. The distilled water was then wiped off the electrode with a tissue paper. Finally,
the pH electrode was dipped in the medium to measure the pH.
2.2 Preparation of Corrosion Environment
In order to be able to have a good assessment of the corrosion of the materials, the corrosion
medium was prepared by simulating the tar sand digester conditions. A pulp of tar sand, sodium
hydroxide and hot water were prepared to act as the corrosive environment. The Nigeria
tar-rich sand, which came in lumps of black mass, was reduced to sizes less than 9.4 mm (i.e. –
3/8 inch) by crushing into smaller pieces (using hammer and chisel) prior to mixing with water
(Miller and Misra, 1982). After sizing the tar-rich sand was dried in an oven set at 105
Aqueous solutions of 0.58M of sodium hydroxide was prepared and fed into the 4-litre plastic
containers. Weighed quantity of the tar-rich sand was then fed into the sodium hydroxide
solutions in the plastic containers followed by thorough mixing of the mixture with the aid of
capillary rod. A steam bath filled with water was heated up to give a temperature of the corrosion
C. The pulp was left at this temperature range for various times depending on the
experiment. Table 3 below provides a summary of the necessary conditions in the tar sand
digester simulated as the corrosion media.
Vol.7, No.4 Corrosion Study of AISI 304, AISI 321 and AISI 430 295
Table 3. Experimental Conditions for hot water tar sand digestion
Feed source Rich tar sand deposit
Wetting agent NaOH
Percentage solids 70wt.% tar sands
Digestion time 15 minutes
NaOH concentration 0.58 mol/liter
Feed size Extruded to –3/8 inch
Agitation 750 r.p.m.
(After Sepulveda and Miller, 1978)
3. RESULTS AND DISCUSSIONS
Figure 1 depicts the corrosion behaviour of the three different stainless steels investigated in this
study. From this figure the austenitic grades of stainless steels: AISI 321 SS and 304 SS show
better corrosion resistance behaviour in the environment than the ferritic grade (AISI 430 SS)
considered. Comparing the two austenitic grades, the stabilized AISI 321 SS showed better
corrosion resistance than AISI 304 SS. This is probably because the 321 grade contains about
0.60% Ti in addition to increased nickel content of the steel (10.37Ni) in comparison with the
AISI304 grade (that contains only 8.54Ni).
The micrographs in Figs. 2 to 5 of the corroded stainless steel samples after twenty days of
immersion showed a greater tendency to pitting or crevice corrosion by the 430 grades than the
austenitic grades. The micrograph of Fig. 2 is of the corroded surface of the AISI 430 stainless
steel. The micrograph shows features that resemble wide spread of pits all over the surface. Fig.
3 is a better resolution of the corroded surface of the AISI 430 SS. It shows that some of these
pits because of their depths probably started as crevice corrosion under a tar sand deposit that
stuck to the surface of the samples. It is also being suspected that some of the pits probably
arose from the pitting corrosion around inclusions in the matrix of the stainless steel and some
from the presence of some elements in the Nigerian tar rich sand as will be explained later. Figs.
4 and 5 show the corroded surfaces of the 304 and the 321 stainless steels respectively. In both
of them the tendency for pitting and crevice corrosions is remote. In general, our observations
also showed partial removal of chromia film (Cr
) on the surface of the austenitic grades.
According to the literature (Oluwole et al, 1980 and Ukwuoma and Ademodi, 1999) some of the
296 L.E. Umoru, A.A. Afonja and B. Ademodi Vol.7, No.4
Nigerian tar sands contain chloride (although in very small amount), the activities of the chlorine
ions at the crevices must have been the reduction and subsequent dissolution of chromia films on
the surfaces of the steel.
From the results of the analysis of some Nigerian tar sand bitumen by Oluwole et al(1980) and
as evident for some of the elements in Fig.6 it is clear that the tar sand environment contains in
traces the following elements calcium, iron, potassium, magnesium, sodium, nickel and
vanadium. All these elements apart from nickel and vanadium are more base (i.e. more active)
than iron/steel because of their positions in the electrochemical series or the galvanic series. The
quantities of vanadium and the vanadium to nickel ratio quoted in the analysis show that these
elements are present in significant amount. In a corrosion environment like that of tar sand
bitumen it is suspected that numerous galvanic cells would have been set up between iron of
steel and the vanadium and nickel metals present in tar sand. And the iron/steel because of its
position in the galvanic series would be anodic while trace metals (V and Ni) will be cathodic.
The corrosion reactions between the three elements in the tar sand environment can be therefore
be written as
Anodic reaction: Fe = Fe
metal atom depositions
That is, the metal ion deposition is a possible cathodic reaction in tar sand corrosion reactions.
As a result of the localization of these reactions on the surface of the steels we have some
pockets of pits on the corroded surface as evidenced in the SEM micrographs of Figs. 2 and 3
due to the ferritic AISI430 stainless steel.
The other trace elements because of their electrode potentials with respect to that of iron in steel
are expected to put up sacrificial cathodic protection of the steel surface according to the
Anode: Ca = Ca
K = K
Mg = Mg
Na = Na
and the cathode reactions in the vicinity of the above are suspected to also include:
O + 2e
(due to the presence of dissolved O
(due to the presence of excess H
ions produced by the
dissociation of the organic acids in the medium).
Vol.7, No.4 Corrosion Study of AISI 304, AISI 321 and AISI 430 297
Fig.2 Scanning electron micrograph of Fig.3. Scanning electron micrograph of
a corroded AISI 430 SS after 20 days a corroded AISI 430 SS after 20 days
of exposure x 1000 of exposure x 5000
Fig. 1. Corrosion of types AISI 430, AISI 304 and AISI 321 stainless steels
in a tar sand digester
Duration of exposure, hours
Corrosion rates, mpy
AISI 304 SS
AISI 321 SS
AISI 430 SS
298 L.E. Umoru, A.A. Afonja and B. Ademodi Vol.7, No.4
Fig.4. Scanning electron micrograph of Fig.5. Scanning electron micrograph of
a corroded AISI 304 SS after 20 days a corroded AISI 321 SS after 20 days
of exposure x 1000 of exposure x 5000
Fig.6 Energy Dispersive X-
ray analysis of
Nigerian rich tar sand.
Vol.7, No.4 Corrosion Study of AISI 304, AISI 321 and AISI 430 299
From the results and observations in this study it can be concluded that
i. The ferritic stainless steels are susceptible to pitting and crevice forms of corrosion in the
tar sand digester medium and that
ii. the Austenitic stainless steels(AISI 304 and 321) are more resistant to the corrosion
activities of the tar sand digester environment than the ferritic stainless steel-AISI430.
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