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Marius Chirileanu, Nistoroschi Georgiana, Eugen Axinte / International Journal of
        Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com
                         Vol. 3, Issue 2, March -April 2013, pp.396-400
       Researches on the failure modes under tensile forces of the
               Resistance Spot Welding (RSW) joints
        Marius Chirileanu *, Nistoroschi Georgiana* and Eugen Axinte*
            *Gheorghe Asachi Technical University of Iasi , Bd. Prof.Mangeron 59 A, Iasi, Romania


ABSTRACT
         Resistance spot welding (RSW) is one of             by welding machine and the welding time. To
the most used methods of joining sheet metals.               calculate the heat released during the welding
The RSW process is based on Joule Lenz effect,               process, is necessary to know the values of the
of the electric current passing trough the                   factors on which that depends: electrical resistance
(similar or dissimilar ) joining metal sheets                of the conductor, amperage and length of time that
positioned between the two contact electrodes.               current flows. The amount of heat generated Q (J) is
At welding process , some important changes                  calculated with formula (1)
occurs in metallurgical and mechanical
properties of the welded areas and heat affected                                                  [ joule ]    (1)
zones (HAZ) . The purpose of this work is to
highlight the influences of joint materials and              Where: I= current intensity (A), t= time (s) ; R –
welding parameters on the tensile strength and               electric resistance of joint ( Ω) The strength of spot-
on the failure mode of the joints. By using                  welds depends on several factors : structure and
constant pressure (force) of the electrodes and              property of base metals, characteristics and
different values of current and welding time,                configuration of the welding machine ( electrodes
three types of materials were welded . The                   geometry , pressure force of the electrodes , current)
welding samples have been subjected to tensile-              , size and geometry of the specimens, test conditions
shear tests and the surfaces of failures were                [8] Several researches have examined the influence
analyzed by scanning electron microscopy (SEM)               of these factors to predict failure of spot-welds with
Some recommendations referring the electing of               improved reliability. Kharaman in research paper [1]
the optimum welding parameters were                          shows that the effects of parameters interaction
formulated..                                                 regarding the weld diameter and the tensile-shear
                                                             strength can be analyzed based on mathematical
Keywords: fracture., optimum parameters, spot                regression models of the welding process. The size
welding, steel, tensile-shear,                               of the fusion zone, the electrode penetration and the
                                                             weld depth are significantly affected by welding
I. INTRODUCTION                                              current and welding time, [8] In [9] , Yang et al in
          Resistance spot welding (RSW) is                   [8] shows that for tensile-shear strengths the most
intensively used in top industries as automotive             important factors which affects the failure mode of
aerospace because of the relatively low cost of the          welded joints are : thickness and length of weld
process. Also RSW have a great adaptability for              nugget. The failure zone of the structure fulfils the
automation in high-rate production ( there are about         zone with the smallest hardness of the length profile
5000 spot-welded joint in every car frame. [1] &             as is revealed by Mukhopadhyay et al in [10]. The
[2]Usually , the . RSW processes are extensively             paper aims to develop a comparative analysis
used for joining low carbon steel components, but            between characteristics of welded structures of three
,with some cautions , the stainless steel, aluminium,        different materials, the failure manner according to
titanium and copper alloys are also commercially             material type, the working parameter and implicitly
spot welded [1 ] ,[2] ,[3] and [7] . In [ 4], [5] and [6]    the zone of failure.
is revealed how by a special small scale RSW
method , a Zr-based metal glassy alloy was                   2. THE EXPERIMENTAL SETUP
successfully welded. The RSW process is based on             2.1 Materials
Joule Lenz effect: a great amount of heat is                          Three types of steels sheets were RS
generated by the current and the                electrical   welded : a low carbon steel S235JR, a Zinc (Zn)–
resistance between the parts to be welded. The heat          coated (galvanized) low carbon steel S235JR and
is developed using a low tension ( 12 V) and high            an Austenitic Stainless Steel (grade 304 L).Carbon
intensity of the current (>5 kA) [5] and [6].The high        steel type S235JR is widely used in welding process
temperature developed melts the surfaces and a               and has excellent weld ability. [8,9,10,11] The
core of lens shape is formed after cooling . The             other two types of steels has a high corrosion
welding adjustable parameters of the RSW process             resistance, which requires some special cautions for
are : the pressure of the electrodes, the current given      preserving     materials quality during welding


                                                                                                    396 | P a g e
Marius Chirileanu, Nistoroschi Georgiana, Eugen Axinte / International Journal of
        Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com
                         Vol. 3, Issue 2, March -April 2013, pp.396-400
process. The thermal conductibility of austenitic
stainless steel is about 50-70% bigger than that of
the carbon steels and a lower contact resistance
occurs. According with equation (1) higher values
of welding parameters - I (kA) or t (s /cycles) are
necessary to be used [12, 13] Austenitic stainless
steel constitutes the most common and largest
stainless steels family [14].The standard austenitic
stainless steel weld metals contains austenite and
ferrite, similar to an as-cast microstructure [15]. The
austenitic stainless steels are used for a very broad
range of applications when an excellent combination       Fig. 2 Typical RSW process ( adapted from [1] )
of strength and corrosion resistance is required [16].
Generally , austenitic stainless steels are easy weld     It were studied the effects of two main parameters of
able [16]. When an austenitic stainless steel is          the process (current and welding time) on tensile-
welded, its heat affected zone (HAZ) is often             shear resistance of weld samples. The failure modes
sensitized by formation of inter-granular Cr-rich         were also studied and commented. During the
carbides, which deteriorates the corrosion properties     welding process the electrodes force was maintained
of the welded joint. The presence of Delta ( ƍ)           constant at 1.7 KN (see Table 1)
ferrite has a great contribution in reducing or           Table 1. The welding parameters
preventing micro cracks in austenitic stainless steel
welds. [17]. All the specimens were prepared with                Welding     Electrode     Electrode    Weld
the dimensions according to images in Figure 1 .                    on       force         Pressure     current ,
                                                                 (cycles)    [KN]          [bar]        [KA]

                                                             5               1.7           6            5
                                                             6                                          6
                                                             7                                          7

                                                                    In order to evaluate the weld quality of
                                                          joined materials, the strength of welded joint was
                                                          also determined. Structures employing spot weld are
                                                          usually designed so that the welds are loaded in
                                                          shear when the parts are exposed to tension or
                                                          compression loading. In some cases, he welds may
                                                          be loaded in tension, where the loading direction is
                                                          perpendicularly to the plane of the joint or a
                                                          combination of tension and shear [1]
Fig. 1. The     dimensions        of   spot    welded     In experimental setup were used three values for
specimens,                                                welding time, 5 , 6 and 7 cycles, and the welding
                                                          currents was 5, 6 and 7 kA. The welded samples
2.2 The experimental method                               were subjected to tensile shear tests on the Universal
                                                          Testing Machine WDW-50. During these tests ,a
         Typically, there are three stages in RSW         maximum force of 15 kN was required After the
processes : in the first stage, the electrodes are         tests were identified the three types of breaking
brought together against the metal and pressure is        failure, each with a special feature: (1) interfacial ;
applied before the current is turned on. Next stage,      (2) pullout ; (3) tearing. In the present work, optical
the current is turned on and is maintained a time         examination of samples was carried out using a
(cycles) This is followed by the third stage, or hold     Vega Tescan Scanning Electron Microscope (SEM) .
                                                          The dedicated software was used to obtain the
time in which the current is turned off but the
                                                          microstructure images of broken welded joints. .
electrodes are still pressed on the weld joint .
         The hold time forges the metal while it is       3. RESULTS AND DISCUSSIONS
cooling ( figure 2, adapted from Kharaman)                         In Figure 3 is presented a interfacial
                                                          sample, in which the nucleus formed gave the
                                                          structure of the tensile test. Tensile resistance grows
                                                          depending on the heat released at welding zoneAt a
                                                          lower heat is observed a breaking failure type
                                                          Interfacial , where the tracks are not very well
                                                          connected through the welding joint. The amount of

                                                                                                 397 | P a g e
Marius Chirileanu, Nistoroschi Georgiana, Eugen Axinte / International Journal of
       Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com
                        Vol. 3, Issue 2, March -April 2013, pp.396-400
heat released during the welding process depends on
entrance parameters, time and current.




                                                        Fig. 5 Sample subjected to tensile-shear
                                                                  Once the values of time and current
                                                        parameters were fixed at highest levels, the heat
                                                        generation was more pronounced and the nucleus
                                                        structure well defined. This led to a better resistance
                                                        of the welded joints. Once the values of time and
                                                        current parameters were fixed at highest levels, the
                                                        heat generated was more pronounced and the
                                                        nugget structure is well defined. This led to a better
                                                        resistance of the welded joint. In this case the
Fig. 3 Interfacial fracture in galvanized steel core    knotting rupture occurs. The knotting rupture
                                                        consists on an extraction point on one of the parts
In the stainless steel samples , the amount of heat
was not sufficient to form a welding type pullout or    due to significant changes occurring in the material
                                                        and near the nugget . On the upper surface of the
tearing. Instead, the resistance of these samples at
                                                        residual nugget can be observed the footprint left
tensile-shear tests was bigger than that of the other
                                                        by the electrode. At the galvanized steel sample,
two materials. The breaking failure was produced
through shearing the welding joint between samples      because the zinc coating, the contact resistance was
(Figure 4).                                             reduced and a splash of material occurred. After the
                                                        tensile tests ,it was observed that a part of welding
                                                        nugget remained on the lower layer ( figure 6) It
                                                        was also observed a displacement of the nugget
                                                        due to the forces involved in the tensile test.




Fig. 4 Interfacial fracture in 304 L stainless steel
core
The thickness of specimens subjected to tensile tests
influences the rupture manner . During the tensile
test, , at lower specimens thickness (less than 1 mm)
, the joined specimens exhibit a bending
phenomenon in the core zone. This bending               Fig. 6 Pullout failure mode of S235JR steel
phenomenon changes the distribution of forces                    Figure 7 represents the breaking failure
inside the joint and another mode of breaking           tearing type. Appropriate parameters ensure a
failure occurs. (Figure 5)                              nucleus with a resistant structure. Shear failure do
                                                        not appeared in nucleus but into the surrounding
                                                        material. On the figure we can note the
                                                        characteristic RSW area: electrode mark, HAZ and
                                                        semi-finished product. The welded samples on


                                                                                               398 | P a g e
Marius Chirileanu, Nistoroschi Georgiana, Eugen Axinte / International Journal of
       Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com
                        Vol. 3, Issue 2, March -April 2013, pp.396-400
which we meet this type of breaking failure are         stainless steel samples were obtained at the biggest
considered being at the best quality of the three       values of current and time used. Is observed that the
types of breaking failure.                              influence of current parameter has the biggest
                                                        importance regarding the tensile strength          of
                                                        stainless steel RSW joints .In the case of S235JR
                                                        steel RSW joints and of the galvanized S235JR
                                                        steel RSW joints it was observed the crucial
                                                        influence of the welding time (cycles) . The best
                                                        results were obtained using 5 welding cycles. Also,
                                                        the highest tensile strength of welding joint of
                                                        S235JR steel was obtained using a current of 6 kA.
                                                        At galvanized S235JR steel highest tensile strength
                                                        of welding joint was obtained at 5 cycles and a
                                                        current of 7 kA.

                                                        ACKNOWLEDGEMENT
                                                                The research was realized with the support
                                                        of POSDRU CUANTUMDOC “Doctoral studies for
                                                        european performances in research and inovation”
                                                        ID79407- project funded by the European Social
                                                        Found and Romanian Government.
Fig. 7 Tearing failure mode of S235JR steel             REFERENCES
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influences the weld quality are surface quality (                Nishijima     M. & Yamamoto A.,
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measurements shows that at a current of 5 kA, the                Alloys and Compounds 504S S275–S278,
tensile strength is almost the same for all cycles of            2010
time that were used. The tensile strength grows           [7.]   Goodarzi M., Marashi S.P.H., Pouranvari
significantly at a higher current used . The biggest             M., Dependence of overload performance
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combined with a time of 7 cycles. .The tests results             welded galvanized low carbon steel,
shows that the best resistance for the studied

                                                                                              399 | P a g e
Marius Chirileanu, Nistoroschi Georgiana, Eugen Axinte / International Journal of
        Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com
                         Vol. 3, Issue 2, March -April 2013, pp.396-400
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         Technology 209, 4379–4384, 2009
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[9.]     Mukhopadhyay G., Bhattacharya S., Ray
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[14.]    Cui Y., Lundin C.D., Austenite preferential
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Bk32396400

  • 1. Marius Chirileanu, Nistoroschi Georgiana, Eugen Axinte / International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com Vol. 3, Issue 2, March -April 2013, pp.396-400 Researches on the failure modes under tensile forces of the Resistance Spot Welding (RSW) joints Marius Chirileanu *, Nistoroschi Georgiana* and Eugen Axinte* *Gheorghe Asachi Technical University of Iasi , Bd. Prof.Mangeron 59 A, Iasi, Romania ABSTRACT Resistance spot welding (RSW) is one of by welding machine and the welding time. To the most used methods of joining sheet metals. calculate the heat released during the welding The RSW process is based on Joule Lenz effect, process, is necessary to know the values of the of the electric current passing trough the factors on which that depends: electrical resistance (similar or dissimilar ) joining metal sheets of the conductor, amperage and length of time that positioned between the two contact electrodes. current flows. The amount of heat generated Q (J) is At welding process , some important changes calculated with formula (1) occurs in metallurgical and mechanical properties of the welded areas and heat affected [ joule ] (1) zones (HAZ) . The purpose of this work is to highlight the influences of joint materials and Where: I= current intensity (A), t= time (s) ; R – welding parameters on the tensile strength and electric resistance of joint ( Ω) The strength of spot- on the failure mode of the joints. By using welds depends on several factors : structure and constant pressure (force) of the electrodes and property of base metals, characteristics and different values of current and welding time, configuration of the welding machine ( electrodes three types of materials were welded . The geometry , pressure force of the electrodes , current) welding samples have been subjected to tensile- , size and geometry of the specimens, test conditions shear tests and the surfaces of failures were [8] Several researches have examined the influence analyzed by scanning electron microscopy (SEM) of these factors to predict failure of spot-welds with Some recommendations referring the electing of improved reliability. Kharaman in research paper [1] the optimum welding parameters were shows that the effects of parameters interaction formulated.. regarding the weld diameter and the tensile-shear strength can be analyzed based on mathematical Keywords: fracture., optimum parameters, spot regression models of the welding process. The size welding, steel, tensile-shear, of the fusion zone, the electrode penetration and the weld depth are significantly affected by welding I. INTRODUCTION current and welding time, [8] In [9] , Yang et al in Resistance spot welding (RSW) is [8] shows that for tensile-shear strengths the most intensively used in top industries as automotive important factors which affects the failure mode of aerospace because of the relatively low cost of the welded joints are : thickness and length of weld process. Also RSW have a great adaptability for nugget. The failure zone of the structure fulfils the automation in high-rate production ( there are about zone with the smallest hardness of the length profile 5000 spot-welded joint in every car frame. [1] & as is revealed by Mukhopadhyay et al in [10]. The [2]Usually , the . RSW processes are extensively paper aims to develop a comparative analysis used for joining low carbon steel components, but between characteristics of welded structures of three ,with some cautions , the stainless steel, aluminium, different materials, the failure manner according to titanium and copper alloys are also commercially material type, the working parameter and implicitly spot welded [1 ] ,[2] ,[3] and [7] . In [ 4], [5] and [6] the zone of failure. is revealed how by a special small scale RSW method , a Zr-based metal glassy alloy was 2. THE EXPERIMENTAL SETUP successfully welded. The RSW process is based on 2.1 Materials Joule Lenz effect: a great amount of heat is Three types of steels sheets were RS generated by the current and the electrical welded : a low carbon steel S235JR, a Zinc (Zn)– resistance between the parts to be welded. The heat coated (galvanized) low carbon steel S235JR and is developed using a low tension ( 12 V) and high an Austenitic Stainless Steel (grade 304 L).Carbon intensity of the current (>5 kA) [5] and [6].The high steel type S235JR is widely used in welding process temperature developed melts the surfaces and a and has excellent weld ability. [8,9,10,11] The core of lens shape is formed after cooling . The other two types of steels has a high corrosion welding adjustable parameters of the RSW process resistance, which requires some special cautions for are : the pressure of the electrodes, the current given preserving materials quality during welding 396 | P a g e
  • 2. Marius Chirileanu, Nistoroschi Georgiana, Eugen Axinte / International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com Vol. 3, Issue 2, March -April 2013, pp.396-400 process. The thermal conductibility of austenitic stainless steel is about 50-70% bigger than that of the carbon steels and a lower contact resistance occurs. According with equation (1) higher values of welding parameters - I (kA) or t (s /cycles) are necessary to be used [12, 13] Austenitic stainless steel constitutes the most common and largest stainless steels family [14].The standard austenitic stainless steel weld metals contains austenite and ferrite, similar to an as-cast microstructure [15]. The austenitic stainless steels are used for a very broad range of applications when an excellent combination Fig. 2 Typical RSW process ( adapted from [1] ) of strength and corrosion resistance is required [16]. Generally , austenitic stainless steels are easy weld It were studied the effects of two main parameters of able [16]. When an austenitic stainless steel is the process (current and welding time) on tensile- welded, its heat affected zone (HAZ) is often shear resistance of weld samples. The failure modes sensitized by formation of inter-granular Cr-rich were also studied and commented. During the carbides, which deteriorates the corrosion properties welding process the electrodes force was maintained of the welded joint. The presence of Delta ( ƍ) constant at 1.7 KN (see Table 1) ferrite has a great contribution in reducing or Table 1. The welding parameters preventing micro cracks in austenitic stainless steel welds. [17]. All the specimens were prepared with Welding Electrode Electrode Weld the dimensions according to images in Figure 1 . on force Pressure current , (cycles) [KN] [bar] [KA] 5 1.7 6 5 6 6 7 7 In order to evaluate the weld quality of joined materials, the strength of welded joint was also determined. Structures employing spot weld are usually designed so that the welds are loaded in shear when the parts are exposed to tension or compression loading. In some cases, he welds may be loaded in tension, where the loading direction is perpendicularly to the plane of the joint or a combination of tension and shear [1] Fig. 1. The dimensions of spot welded In experimental setup were used three values for specimens, welding time, 5 , 6 and 7 cycles, and the welding currents was 5, 6 and 7 kA. The welded samples 2.2 The experimental method were subjected to tensile shear tests on the Universal Testing Machine WDW-50. During these tests ,a Typically, there are three stages in RSW maximum force of 15 kN was required After the processes : in the first stage, the electrodes are tests were identified the three types of breaking brought together against the metal and pressure is failure, each with a special feature: (1) interfacial ; applied before the current is turned on. Next stage, (2) pullout ; (3) tearing. In the present work, optical the current is turned on and is maintained a time examination of samples was carried out using a (cycles) This is followed by the third stage, or hold Vega Tescan Scanning Electron Microscope (SEM) . The dedicated software was used to obtain the time in which the current is turned off but the microstructure images of broken welded joints. . electrodes are still pressed on the weld joint . The hold time forges the metal while it is 3. RESULTS AND DISCUSSIONS cooling ( figure 2, adapted from Kharaman) In Figure 3 is presented a interfacial sample, in which the nucleus formed gave the structure of the tensile test. Tensile resistance grows depending on the heat released at welding zoneAt a lower heat is observed a breaking failure type Interfacial , where the tracks are not very well connected through the welding joint. The amount of 397 | P a g e
  • 3. Marius Chirileanu, Nistoroschi Georgiana, Eugen Axinte / International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com Vol. 3, Issue 2, March -April 2013, pp.396-400 heat released during the welding process depends on entrance parameters, time and current. Fig. 5 Sample subjected to tensile-shear Once the values of time and current parameters were fixed at highest levels, the heat generation was more pronounced and the nucleus structure well defined. This led to a better resistance of the welded joints. Once the values of time and current parameters were fixed at highest levels, the heat generated was more pronounced and the nugget structure is well defined. This led to a better resistance of the welded joint. In this case the Fig. 3 Interfacial fracture in galvanized steel core knotting rupture occurs. The knotting rupture consists on an extraction point on one of the parts In the stainless steel samples , the amount of heat was not sufficient to form a welding type pullout or due to significant changes occurring in the material and near the nugget . On the upper surface of the tearing. Instead, the resistance of these samples at residual nugget can be observed the footprint left tensile-shear tests was bigger than that of the other by the electrode. At the galvanized steel sample, two materials. The breaking failure was produced through shearing the welding joint between samples because the zinc coating, the contact resistance was (Figure 4). reduced and a splash of material occurred. After the tensile tests ,it was observed that a part of welding nugget remained on the lower layer ( figure 6) It was also observed a displacement of the nugget due to the forces involved in the tensile test. Fig. 4 Interfacial fracture in 304 L stainless steel core The thickness of specimens subjected to tensile tests influences the rupture manner . During the tensile test, , at lower specimens thickness (less than 1 mm) , the joined specimens exhibit a bending phenomenon in the core zone. This bending Fig. 6 Pullout failure mode of S235JR steel phenomenon changes the distribution of forces Figure 7 represents the breaking failure inside the joint and another mode of breaking tearing type. Appropriate parameters ensure a failure occurs. (Figure 5) nucleus with a resistant structure. Shear failure do not appeared in nucleus but into the surrounding material. On the figure we can note the characteristic RSW area: electrode mark, HAZ and semi-finished product. The welded samples on 398 | P a g e
  • 4. Marius Chirileanu, Nistoroschi Georgiana, Eugen Axinte / International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com Vol. 3, Issue 2, March -April 2013, pp.396-400 which we meet this type of breaking failure are stainless steel samples were obtained at the biggest considered being at the best quality of the three values of current and time used. Is observed that the types of breaking failure. influence of current parameter has the biggest importance regarding the tensile strength of stainless steel RSW joints .In the case of S235JR steel RSW joints and of the galvanized S235JR steel RSW joints it was observed the crucial influence of the welding time (cycles) . The best results were obtained using 5 welding cycles. Also, the highest tensile strength of welding joint of S235JR steel was obtained using a current of 6 kA. At galvanized S235JR steel highest tensile strength of welding joint was obtained at 5 cycles and a current of 7 kA. ACKNOWLEDGEMENT The research was realized with the support of POSDRU CUANTUMDOC “Doctoral studies for european performances in research and inovation” ID79407- project funded by the European Social Found and Romanian Government. Fig. 7 Tearing failure mode of S235JR steel REFERENCES In Figure 8 we notice a shearing edge of the base [1.] Kahraman N. The influence of welding material, in our case galvanized steel, phenomenon parameters on the joint strength of occurred after traction-shear test. It was also resistance spot-welded titanium sheets. observed phenomenon of migration of coating Materials and Design, 28(2), 420–427. material ( Zn) beyond the margins of the weld 2007 nugget . [2.] Chen, Z., Shia Y., Jiao B., Zhaoc H., Ultrasonic nondestructive evaluation of spot welds for zinc-coated high strength steel sheet based on wavelet packet analysis, Journal of Materials Processing Technology 209, 2329–2337, 2009 [3.] Reiter A.E, Brunner B. , Ante M. , Rechberger J. Investigation of several PVD coatings for blind hole tapping in austenitic stainless steel Surface Coating Technology (18–19), 5532–5541. 2006 Fig. 8 Failure mode of galvanized steel [4.] Eugen Axinte. Metallic glasses from " a. shearing edge of the base material b. migration of alchemy" to pure science. Present and Zn beyond the margins of the weld nugget future of design, processing and applications of glassy metals Materials and 4. CONCLUSION Design, 35, pp. 518-556, 2012. Generally, the most important factors that [5.] Fujiwara K., Fukumoto S., Yokoyama Y. , influences the weld quality are surface quality ( Nishijima M. & Yamamoto A., roughness) , strength and ductility of welded Weldability of Zr50Cu30Al10Ni10 bulk glassy materials, weld nugget size, weld penetration, sheet alloy by small-scale resistance spot separation surface , and internal discontinuities. welding Materials Science and Engineering Surface appearance of the welded specimens is A ,498 ,302–307, 2008, shown in Fig.1. Normally, the visual appearance of [6.] Shin H.S., Park J.S. , Yokoyama Y., a RSW nugget is round or oval with a relatively Dissimilar friction welding of tubular Zr- smooth surface. Stainless steel samples based bulk metallic glasses Journal of measurements shows that at a current of 5 kA, the Alloys and Compounds 504S S275–S278, tensile strength is almost the same for all cycles of 2010 time that were used. The tensile strength grows [7.] Goodarzi M., Marashi S.P.H., Pouranvari significantly at a higher current used . The biggest M., Dependence of overload performance tensile strength was obtained at a current of 7 kA on weld attributes for resistance spot combined with a time of 7 cycles. .The tests results welded galvanized low carbon steel, shows that the best resistance for the studied 399 | P a g e
  • 5. Marius Chirileanu, Nistoroschi Georgiana, Eugen Axinte / International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com Vol. 3, Issue 2, March -April 2013, pp.396-400 Journal of Materials Processing Technology 209, 4379–4384, 2009 [8.] Yang H.G., Zhang Y.S., Lai X.M., Chen G., An experimental investigation on critical specimen sizes of high strength steels DP600 in resistance spot welding, Materials and Design 29, 1679–1684, 2008 [9.] Mukhopadhyay G., Bhattacharya S., Ray K.K., Effect of pre-strain on the strength of spot-welds, Materials and Design 30, 2345–2354, 2009 [10.] Yi L., Jinhe L., Huibin X., Chengzhi X., Lin L., Regression modeling and process analysis of resistance spot welding on galvanized steel sheet, Materials and Design 30, 2547–2555, 2009. [11.] Fukumoto S., Fujiwara K., Toji S., Yamamoto A., Small-scale resistance spot welding of austenitic stainless steels, Materials Science and Engineering A 492, 243–249, 2008 [12.] Martín O., De Tiedra P., López M., San- Juan M., García C., Martín F., Blanco Y., Quality prediction of resistance spot welding joints of 304 austenitic stainless steel, Materials and Design 30, 68–77, 2009. [13.] Cui Y., Lundin C.D., Hariharan V. , Mechanical behavior of austenitic stainless steel weld metals with microfissures .J.Mater.Process.Technol 171(1), 150–155, 2006 [14.] Cui Y., Lundin C.D., Austenite preferential corrosion attack in 316 austenitic stainless steel weld metals. Materials and Design 28(1), 324–328, 2007 [15.] Damborenea J.J. , Cristobal A.B. , Arenas M.A. , Lopez V., Conde A., Selective dissolution of austenite in AISI304 stainless steel by bacterial activity. Material Letters , 61(3), 821–823, 2007 [16.] Satyanarayana V.V. , Reddy G.M., Mohandas T. Dissimilar metal friction welding of austenitic–ferritic stainless steels. Journal of Materials Processing Technology;,160(2), 128–131, 2005 [17.] Dursunn Ozyurek An effect of weld current and weld atmosphere on the resistance spot weldability of 304L austenitic stainless steel , Materials and Design 29, 597–603, 2008 400 | P a g e