Effect of Electrode Type for SMAW Welding on ASTM A36 Steel to
Reduce Bio-corrosion Rate in Marine Environment
Herman Pratikno
1
, Harmin Sulistiyaning Titah
2
and Muhammad Sultanul Azdkar
1
1
Department of Ocean Engineering, Faculty of Marine Technology, Institut Teknologi Sepuluh Nopember,
Keputih, Sukolilo, 60111 Surabaya, Indonesia
2
Department of Environmental Engineering, Faculty of Civil, Environmental and Geo Engineering,
Institut Teknologi Sepuluh Nopember, Keputih, Sukolilo, 60111 Surabaya, Indonesia
Keywords: Bio-corrosion Rate, SMAW Welding, ASTM A36 Steel.
Abstract: The construction of the maritime industry, especially the manufacture of offshore building, at the moment
mostly use the technique of metal welding. Weld joints on steel materials cannot be separated with the
corrosion. Corrosion can cause a decrease in strength of materials and damage to construction. Corrosion is
the degradation of metal caused by an electrochemical reaction between the metal with the surrounding
environment. One of the causes of corrosion was bacteria, it was called as bio-corrosion. The bacteria live in
the marine environment were widespread in their habitat and form a colony and then stick on the metal surface
in the form of a thin layer. The aim of the research was to determinate the corrosion rate of the weld type
SMAW on steel ASTM A36 with variations of the electrode. The variations of the electrode were AWS
E6010, AWS E6013, AWS E6019. The corrosion test was conducted using immersion corrosion test method.
The welded joints of materials were be soaked in artificial sea water with a salinity of 35‰ with Thiobacillus
ferrooxidans addition and without bacteria addition as a control. The resistance on bio-corrosion rate was
determined using weight loss method. The results showed the lowest of bio-corrosion rate with the addition
of the Thiobacillus ferrooxidans on welded joints of materials was AWS E6013 compared with other
electrodes. It reached 9.79757 mpy. Similarly, the lowest of corrosion rate (7.48178 mpy) without
Thiobacillus ferrooxidans addition was AWS E6013. Based on microstructure results, uniform and pitting
corrosion occurred on all welded joint specimens with the addition of bacteria or without the addition of
bacteria. However, the corrosion rates were different. It indicated that AWS E6013 as a electrode on SMAW
welding on ASTM A36 steel has a high effect to reduce the corrosion and bio-corrosion rate in marine
environment.
1 INTRODUCTION
The construction of the maritime industry, especially
the manufacture of building offshore at the moment
mostly use the technique of metal welding. This
welding technique is not a new knowledge but it is
something of basic needs. Therefore, the welding
process should be conducted with the right method to
get maximum results and satisfactory. Welding is a
technique of connection between the metal become
one and strong. Based on the definition of DIN
(Deutch Industrie Normen) welding is a metallurgical
bonding on the connection of a metal alloy was
carried out in the circumstances of the melt or liquid.
At this time, there are 40 types of welding, one of
which is Shielded Metal Arc Welding (SMAW) or
welding electrodes encased. However, the weld joints
on steel materials cannot be separated with the name
of corrosion. Corrosion can cause a decrease in
strength of materials and damage to construction.
Corrosion is the degradation of metal caused by
an electrochemical reaction between the metal with
the surrounding environment (Trethewey and
Chamberlain, 1991). Corrosion can also be
interpreted as the events of nature that occured on the
material and is the process of the return of the material
to its original condition when the material is found
and processed from nature (Supriyanto, 2007).
Quickly than a material corroded is closely related to
the corrosion rate while the corrosion rate itself on the
environment is neutral normally is equal to 1 mpy or
less. The rate of corrosion is influenced by several
Pratikno, H., Titah, H. and Azdkar, M.
Effect of Electrode Type for SMAW Welding on ASTM A36 Steel to Reduce Bio-corrosion Rate in Marine Environment.
DOI: 10.5220/0008649801650169
In Proceedings of the 6th International Seminar on Ocean and Coastal Engineering, Environmental and Natural Disaster Management (ISOCEEN 2018), pages 165-169
ISBN: 978-989-758-455-8
Copyright
c
2020 by SCITEPRESS Science and Technology Publications, Lda. All rights reserved
165
factors, among others: water, gas content and
dissolved solids, temperature, material selection, pH,
reducing bacteria or Sulfate Reducing Bacteria
(ASM, 2003).
In the marine environment the corrosion rate is
quickly increased, it is because the sea water contains
dissolved substances that are able to dissolve other
substances in larger quantities than other liquids.
Dissolved substances include inorganic salts, organic
compounds derived from living organisms (bacteria)
and dissolved gases. One of the causes of corrosion is
bacteria. The live bacteria in the marine environment
are widespread in their habitat and form a colony and
then stick on the metal surface in the form of a thin
layer. Microorganisms that affect the process of
corrosion is divided into two types, namely aerobic
and anaerobic bacteria. The bacteria form a colony on
the surface of the metal to the place of their lives.
These colonies form a layer (biofilm) on the surface
of the material so that the material becomes corroded
a result of life activity of microorganisms.
The purpose of the research was to determinate
the corrosion rate of the weld type SMAW on steel
ASTM A36 with variations of the electrode. In this
study, the sea water used artificial sea water with a
salinity of 35 with the addition of bacteria
(Thiobacillus ferrooxidans).
2 MATERIALS AND METHODS
2.1 Preparation of Steel Material of
ASTM A36
The material that was used in this study was a steel
material ASTM A36 mild steel. Test specimens were
made in the shape of a rectangle with the size
dimensions as follows length of 300 mm, width of
150 mm and thickness of 6 mm, and the shape of the
weld groove was Single V-Groove with 60o. The
variations of the electrode were AWS E6010, AWS
E6013, AWS E6019.
2.2 Preparation of Welding
WPS (Welding Procedure Specifications) was
prepared based on the welding procedures (Standard
AWS D1.1, 2015). It was conducted to get results of
the welds in accordance with the desired. Making
WPS refers to the about the procedure of welding
steel.
2.3 Hardness Testing
The hardness test was conducting to all specimens
using Vickers method. Vickers Hardness Test is the
standard method for measuring the hardness of
metals, particularly those with extremely hard
surfaces: the surface is subjected to a standard
pressure for a standard length of time by means of a
pyramid-shaped diamond. The diagonal of the
resulting indention is measured under a microscope.
2.4 Preparation of Bacteria
The preparation of bacteria was conducted based on
Pratikno and Titah (2016). The pure culture of
Thiobacillus ferrooxidans was be inoculated onto
nutrient agar (NA) media using streak plate technique
based on Harley and Prescott (2002). The age of
bacteria for the test was 24 h. After that, one colony
of bacteria was transferred to nutrient borth (NB) and
keep in shaker incubator of Innova 2000 (New
Brunswick-Eppendorf, Germany) at 150 rpm and
room temperature, 33 oC for 24 h. The cell
suspension of selected bacteria was prepared by
harvesting the cells at the middle of the logarithmic
phase, based on the typical of growth rate graph for
the selected bacteria. At this time, the OD at 600 nm
was 1.0 was determined using UV spectrophotometer
Genesys 20 (Thermo, USA). The cells were harvested
through centrifugation of Jouan E82 (Thermo, USA)
at 4,000 rpm for 15 min. The obtained pellet was then
washed twice using 8.5 g NaCl/1000 mL solution.The
suspension of bacteria was ready to be used in bio-
corrosion test.
2.5 Preparation of Bio-corrosion Test
This research used a chemical solution instead of sea
water with a salinity of 35 ‰. The chemical
composition of seawater replacement is in accordance
with ASTM D1141-90 (2004). The specimen was
tested by immersion technique in a prepared seawater
solution with salinity of 35‰ using ASTM G31-72
standard (2004). Immersion testing was conducted in
beaker glass with size of 300 mL and the artificial
seawater was 250 mL for each beker glass. The
welded joints of materials were be soaked in artificial
sea water with a salinity of 35 with Thiobacillus
ferrooxidans addition and without bacteria addition as
a control for 1 week.
ISOCEEN 2018 - 6th International Seminar on Ocean and Coastal Engineering, Environmental and Natural Disaster Management
166
2.6 Calculation of Corrosion Rate
Running rate of corrosion is a rapid propagation of
material quality decline against time. There is a
formula for calculating the corrosion rate based on the
ASTM G1-03 standard (2002) as follows:
𝐶𝑜𝑟𝑟𝑜𝑠𝑖𝑜𝑛 𝑟𝑎𝑡𝑒
𝑚𝑝𝑦
 
    
( 1 )
With
K = Constanta
T = Time of exposure (h)
A = Surface area (cm2)
W = Weight loss (gram)
D = Material density (gram/cm3)
2.7 Microstructure Observation
After corrosion testing was conducted, the
microstructure of specimens were determined using a
microscope for detailed morphology of the specimen
structure. It was used for documentary evidence and
it can be known that the specimen differences
between before and after testing.
3 RESULTS AND DISCUSSION
3.1 Hardness Test
Figure 1 depicted the results of hardness test on
welded ASTM A36 with variations of the electrode.
The highest hardness value on welded ASTM A36
was 164.00 VHN with electrode E6013. In the area of
heat influence (Heat Affected Zone), the highest
hardness value occurred in welding with E6019
electrode, it reached 157.43 VHN. Whereas in the
base metal, the highest hardness value occurs in
welding with E6019 electrode (150.19 VHN). The
average of hardness value of the specimens in all
electrode variations increased when compared with
the parent metal. However, the type electrode of
E6013 has the highest hardness value. According to
Allen (Allen, 2018), the material was more harder can
cause more higher of the tensile strength, higher of
the level of brittleness (brittle) and less of the ductile.
The hardness of a material was directly proportional
to strength and brittleness, but it was inversely
proportional to its ductility.
Figure 1: Results of hardness test on ASTM A36 with
variations of the electrode.
3.2 Bio-corrosion Test
Figure 2 showed the bio-corrotion rate on welded
ASTM A36 with variations of the electrode.
According to Figure 2, the bio-corrosion showed the
higher value when compared with corrosion rate
without Thiobacillus ferroxidans addition. The
variation type of electrode showed the difference on
corrosion rate on welded joints of materials. The bio-
corrotion rate with electode of AWS E6013 reached
9.79757 mpy. Similarly, the lowest of corrosion rate
(7.48178 mpy) without Thiobacillus ferrooxidans
addition was AWS E6013. Based on Pratikno and
Titah (2016), 3 species of bacteria Escherichia coli,
Pseudomonas fluorescens, and Thiobacillus
ferroxidans can caused bio-corrosion on steel
structures of ASTM A106 and A53 in deep seawater
(salinity of 33‰), medium seawater (salinity of
35‰), and shallow seawater (salinity of 37‰)
(Pratikno and Titah, 2016). The bio-corrosion rate by
Pseudomonas fluorescenson Aluminium Alloy 6063
at salinity of 37‰ increased by one point six-fold
compared with the condition without bacteria
addition at the same salinity (Pratikno and Titah,
2016). Based on the resultas of corrotion rate and bio-
Figure 2: Bio-corrosion rate on ASTM A36 with variations
of the electrode.
Effect of Electrode Type for SMAW Welding on ASTM A36 Steel to Reduce Bio-corrosion Rate in Marine Environment
167
corrotion rate (7,48178 - 9,79575 mpy), it can be
concluded that all the material included in the
category of good (better). According to Fontana
(1987), the level of corrosion resistance based on
corrosion rate of 5 – 20 mpy was good.
3.3 Microstructure Observation
Microstructure showed that appearance of corrosion
on specimen. According to Figure 3, the corrosion on
the specimens test were pitting and uniform
corrosion. There was a difference of pitting corrosion
in specimens immersed at difference of electrode
type. However, uniform and pitting corrosion
occurred on all welded joint specimens with the
addition of bacteria or without the addition of
bacteria. Although the corrosion rates were different.
(a)
(b)
(c)
(d)
(e)
(f)
Figure 3: Microstructure on welded ASTM A36 with
variations of the electrode, (a) non bacteria, (b) with
bacteria with electrode of E6010, (c) non bacteria (d) with
bacteria with electrode of E6013, and (e) non bacteria , (f)
with bacteria with electrode of E6019.
4 CONCLUSION
The results showed the lowest of bio-corrosion rate
with the addition of the Thiobacillus ferrooxidans on
welded joints of materials was AWS E6013 compared
with other electrodes. Similarly, the lowest of
corrosion rate or without Thiobacillus ferrooxidans.
The value of bio-corrosion and corrosion rate were
9.79757 mpy and 7.48178 mpy, respectively. The
type electode of E6013 has the highest hardness value
(164 HVN). Based on microstructure results, uniform
ISOCEEN 2018 - 6th International Seminar on Ocean and Coastal Engineering, Environmental and Natural Disaster Management
168
and pitting corrosion occurred on all welded joint
specimens with the addition of bacteria or without the
addition of bacteria. However, the corrosion rates
were different. It indicated that AWS E6013 as a
electrode on SMAW welding on ASTM A36 steel has
a high effect to reduce the corrosion and bio-
corrosion rate in marine environment.
REFERENCES
American Society for Testing and Materials, 2002. ASTM
G1-03 Standard Practice for Preparing, Cleaning, and
Evaluating Corrosion Test. ASTM Society.
American Society for Testing and Materials, 2004. ASTM
D1141-98 Standard Practice for Artificial Sea Water
ASTM Society.
American Society for Testing and Materials. 2004, ASTM
G31-72 Standard Practice for Laboratory Immersion
Corrosion Testing of Metals. ASTM Society.
ASM Handbook, 2003. Corrosion: Fundamental, Testing,
and Protection. USA: ASM International, Vol.13 A.
D.J., Allen, 2018. An investigation of the factors
determining creep strength and ductility in Grade 92
steel. In: Kern, T. (ed.) 4th International ECCC Creep
& Fracture Conference (ECCC 2017), Dusseldorf, 10-
14th September. Dusseldorf: Steel Institute VDEh.
H. Pratikno, H.S. Titah, 2016. Asian J of Appl Sci 9 120-
125.
H. Pratikno, H.S. Titah, 2016. Int J of ChemTech Res 9(12)
600-609.
H. Pratikno, H.S. Titah, 2016. Int J of ChemTech Res 9(12)
600-609.
J. P. Harley, L.M. Prescott, 2002. Laboratory exercises in
microbiology. Fifth Edition McGrawHill Companies
Texas.
K. R. Trethewey, and J. Chamberlain, 1991. Korosi untuk
Mahasiswa dan Rekayasawan. Gramedia Pustaka
Utama, Jakarta.
M. G Fontana, 1987. Corrosion Engineering, The Ohio
State University, New York.
Standard AWS D1.1/D1.1M., 2015. Structural Welding
Code— Steel An American National Standard
Approved by the American National Standards
Institute.
Supriyanto, 2007. Pengaruh Konsentrasi Larutan NaCl 2%
dan 3,5% Terhadap Laju Korosi Pada Baja Karbon
Rendah, Universitas Muhammadiyah Surakarta,
Surakarta.
Effect of Electrode Type for SMAW Welding on ASTM A36 Steel to Reduce Bio-corrosion Rate in Marine Environment
169