ARC WELDED JOINT AND ARC WELDING METHOD

Abstract

An arc welded joint and an arc welding method. The arc welded joint has a weld formed by arc welding of an overlap of at least two steel sheets. A slag-covered area ratio is 20% or less. A Vickers hardness of a weld metal and a Vickers hardness of softened portions of a weld heat affected zone in the weld satisfy a specified relationship.

Claims

1. An arc welded joint having a weld formed by arc welding of an overlap of at least two steel sheets, wherein a slag-covered area ratio S.sub.RATIO (%) represented by formula (1) is 20% or less:
S.sub.RATIO=100?S.sub.SLAGS.sub.BEAD(1) where S.sub.BEAD is a bead surface area (mm.sup.2) of a weld bead in the weld, and S.sub.SLAG is part of the bead surface area S.sub.BEAD and is a slag surface area (mm.sup.2) of a region covered with a slag, and a Vickers hardness of a weld metal and a Vickers hardness of softened portions of a weld heat affected zone in the weld satisfy the following relationships;
H.sub.max?550, and
H.sub.min?1.07?H.sub.HAZ where H.sub.max is a maximum value of the Vickers hardness of the weld metal, H.sub.min is a minimum value of the Vickers hardness of the weld metal, and H.sub.HAZ is an average value of the Vickers hardness of the softened portions of the weld heat affected zone.

2. The arc welded joint according to claim 1, wherein the maximum value of the Vickers hardness of the weld metal and the minimum value of the Vickers hardness of the weld metal satisfy the relationship H.sub.max?H.sub.min?100.

3. An arc welding method for obtaining the arc welded joint according to claim 1, the method comprising: forming the weld by arc welding of the overlap of the at least two steel sheets while using a shielding gas including Ar gas and an oxidizing gas, the oxidizing gas satisfying the relationship of formula (2):
2?[O.sub.2]+[CO.sub.2]?5(2) where [O.sub.2] is a vol % of O.sub.2 in the shielding gas, and [CO.sub.2] is a vol % of CO.sub.2 in the shielding gas.

4. The arc welding method according to claim 3, wherein the steel sheets and a welding wire are intermittently short-circuited during the arc welding, and an average short-circuit frequency F.sub.AVE (Hz) during the short-circuit is in a range of 20 to 300 Hz and a maximum short-circuit cycle T.sub.CYC (s) during the short-circuit is 1.5 s or less.

5. The arc welding method according to claim 3, wherein the arc welding uses a pulse current as a welding current, and a value of X (A.Math.s/m) represented by formula (3) satisfies:
50?X?250X=(I.sub.PEAK?t.sub.PEAK/L)+(I.sub.PEAK+I.sub.BASE?(t.sub.UP+t.sub.DOWN)/(2?L)(3) where I.sub.PEAK is a peak current (A) of the pulse current, I.sub.BASE is a base current (A), t.sub.PEAK (is a peak time (ms), t.sub.UP is a rise time (ms), t.sub.DOWN is a fall time (ms), and L is a distance (mm) between the steel sheets and a contact tip.

6. The arc welding method according to claim 3, wherein the arc welding uses a solid wire as a welding wire, and the arc welding is performed in reverse polarity.

7. (canceled)

8. An arc welding method for obtaining the arc welded joint according to claim 2, the method comprising: forming the weld by arc welding of the overlap of the at least two steel sheets while using a shielding gas including Ar gas and an oxidizing gas, the oxidizing gas satisfying the relationship of formula (2):
2?[O.sub.2]+[CO.sub.2]?5(2) where [O.sub.2] is a vol % of O.sub.2 in the shielding gas, and [CO.sub.2] is a vol % of CO.sub.2 in the shielding gas.

9. The arc welding method according to claim 8, wherein the steel sheets and a welding wire are intermittently short-circuited during the arc welding, and an average short-circuit frequency F.sub.AVE (Hz) during the short-circuit is in a range of 20 to 300 Hz and a maximum short-circuit cycle T.sub.CYC (s) during the short-circuit is 1.5 s or less.

10. The arc welding method according to claim 8, wherein the arc welding uses a pulse current as a welding current, and a value of X (A.Math.s/m) represented by formula (3) satisfies:
50?X?250X=(I.sub.PEAK?t.sub.PEAK/L)+(I.sub.PEAK+I.sub.BASE)?(t.sub.UP+t.sub.DOWN)/(2?L)(3) where I.sub.PEAK is a peak current (A) of the pulse current, I.sub.BASE is a base current (A), t.sub.PEAK is a peak time (ms), t.sub.UP is a rise time (ms), t.sub.DOWN is a fall time (ms), and L is a distance (mm) between the steel sheets and a contact tip.

11. The arc welding method according to claim 4, wherein the arc welding uses a pulse current as a welding current, and a value of X (A.Math.s/m) represented by formula (3) satisfies:
50?X?250X=(I.sub.PEAK?T.sub.PEAK/L)+(I.sub.PEAK(+I.sub.BASE)?(T.sub.UP+T.sub.DOWN)/(2?L)(3) where I.sub.PEAK is a peak current (A) of the pulse current, I.sub.BASE is a base current (A), t.sub.PEAK is a peak time (ms), t.sub.UP is a rise time (ms), t.sub.DOWN is a fall time (ms), and L is a distance (mm) between the steel sheets and a contact tip.

12. The arc welding method according to claim 9, wherein the arc welding uses a pulse current as a welding current, and a value of X (A.Math.s/m) represented by formula (3) satisfies:
50?X?250X=(I.sub.PEAK?t.sub.PEAK/L)+(I.sub.PEAK+I.sub.BASE)?(t.sub.UP+t.sub.DOWN)/(2?L)(3) where I.sub.PEAK is a peak current (A) of the pulse current, I.sub.BASE is a base current (A), t.sub.PEAK is a peak time (ms), t.sub.UP is a rise time (ms), t.sub.DOWN is a fall time (ms), and L is a distance (mm) between the steel sheets and a contact tip.

13. The arc welding method according to claim 8, wherein the arc welding uses a solid wire as a welding wire, and the arc welding is performed in reverse polarity.

14. The arc welding method according to claim 4, wherein the arc welding uses a solid wire as a welding wire, and the arc welding is performed in reverse polarity.

15. The arc welding method according to claim 9, wherein the arc welding uses a solid wire as a welding wire, and the arc welding is performed in reverse polarity.

16. The arc welding method according to claim 5, wherein the arc welding uses a solid wire as a welding wire, and the arc welding is performed in reverse polarity.

17. The arc welding method according to claim 10, wherein the arc welding uses a solid wire as a welding wire, and the arc welding is performed in reverse polarity.

18. The arc welding method according to claim 11, wherein the arc welding uses a solid wire as a welding wire, and the arc welding is performed in reverse polarity.

19. The arc welding method according to claim 12, wherein the arc welding uses a solid wire as a welding wire, and the arc welding is performed in reverse polarity.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0020] FIG. 1 is a perspective view schematically illustrating an example of an embodiment applied to lap fillet welding.

[0021] FIG. 21 FIG. 2(A) and FIG. 2(B) are enlarged schematic sectional views of a welding wire and the periphery thereof in FIG. 1, illustrating how a short-circuit transfer occurs.

[0022] FIG. 31 FIG. 3 is a perspective view schematically illustrating a weld bead toe of a weld bead formed by lap fillet welding illustrated in FIG. 1, and start-end and finish-end portions of the weld bead.

[0023] FIG. 4 is a perspective view schematically illustrating a weld in an arc welded joint according to an embodiment.

[0024] FIG. 5 is a sectional view of the arc welded joint in FIG. 4 taken along the line A-A and schematically illustrates a weld bead toe and the periphery thereof.

[0025] FIG. 6 is a graph illustrating an example of the waveform of a pulse current supplied as a welding current.

[0026] FIG. 7 is a graph illustrating relationships between the Vickers hardness and the slag-covered area ratio of a weld, and the ratio of the joint tensile strength to the base material tensile strength.

DETAILED DESCRIPTION

[0027] An arc welded joint and an arc welding method of the disclosed embodiments will be described with reference to FIGS. 1 to 7. Here, lap fillet welding is described as an exemplary embodiment of the application of the disclosed embodiments. However, the disclosed embodiments are not intended to be limited to lap fillet welding and may be applied to various welding techniques (such as, for example, butt welding).

[0028] First, a technical concept of the disclosed embodiments will be described with reference to FIG. 1 to FIG. 3. FIG. 1 to FIG. 3 illustrate an example of lap fillet welding of two steel sheets by arc welding.

[0029] For example, as illustrated in FIG. 1, the electrodes in the disclosed embodiments are steel sheets 3, and a welding wire 1 that is continuously fed from a welding torch 2 to the steel sheets 3 through a central portion of the welding torch 2, and a welding voltage is applied from a welding power source (not shown). Specifically, the phrase from a welding torch 2 to the steel sheets 3 means from a welding torch 2 to a weld line defined by a corner 4 of a step formed by the overlapping of the two steel sheets 3 that are the base material. Part of a shielding gas (not shown) supplied from the inside of the welding torch 2 is ionized into plasma, thereby forming an arc 5 between the welding wire 1 and the steel sheets 3. Part of the shielding gas that is not ionized and flows from the welding torch 2 to the steel sheets 3 plays a role of shielding the arc 5 and a molten pool (not shown in FIG. 1) formed by melting of the steel sheets 3 from the outside air. The thermal energy of the arc 5 melts the tip of the welding wire 1 to form droplets, and the droplets are transported to the molten pool by, for example, electromagnetic force or gravity. This phenomenon occurs continuously while the welding torch 2 or the steel sheets 3 are moved. As a result, the molten pool behind the process along the weld line solidifies to form a weld bead 6. In this manner, the two steel sheets are joined together.

[0030] In order to guarantee joint strength, the arc welded joint formed as described above is required to fracture at other than the weld metal. However, fracture can occur at the weld metal if the weld metal does not have a sufficient Vickers hardness.

[0031] In order to solve this problem, the disclosed embodiments focus on and specify the Vickers hardness distribution in the weld metal in the weld (see FIG. 5). Specifically, the stress concentration in the weld metal can be relaxed by the satisfaction of the relationship H.sub.min?1.07? H.sub.HAZ wherein H.sub.min is the minimum value of the Vickers hardness of the weld metal described later, and H.sub.HAZ is the average value of the Vickers hardness of softened portions of the weld heat affected zone (HAZ). However, high Vickers hardness of the weld metal may increase the risk of cracking. In order to suppress the occurrence of cracks in the weld metal, the disclosed embodiments specify that H.sub.max?550 wherein H.sub.max is the maximum value of the Vickers hardness of the weld metal described later. It has been found that fracture at the weld metal can be suppressed by controlling the Vickers hardness distribution in the appropriate range described above.

[0032] In the disclosed embodiments, specifically, it has been found that the weld metal in the weld having the Vickers hardness distribution specified above can relax stress concentrated at the weld metal and can consequently resist fracture even when a tensile load is applied to the weld metal in a direction perpendicular to the weld line.

[0033] Furthermore, as described hereinabove, the disclosed embodiments focus on the suppression of rusting at the weld, especially the weld toe, in order to ensure enhanced joint strength even in a progressively corrosive environment.

[0034] When two steel sheets 3 are overlapped and are lap fillet welded by arc welding as illustrated in FIG. 1, O.sub.2 or CO.sub.2 mixed in the shielding gas is heated by the arc 5, and the reaction shown in the formula (6) or the formula (7) proceeds:

O.sub.2.fwdarw.2[O].Math..Math..Math.(6)

CO.sub.2.fwdarw.CO+[O].Math..Math..Math.(7)

The oxygen generated by the above decomposition reaction dissolves into the molten metal 7 and the molten pool 8 (see FIG. 2(A) and FIG. 2(B)) and remains as bubbles in the weld metal when the melt is cooled and solidifies as the weld metal. Furthermore, the oxidation reaction of iron with oxygen may proceed to deteriorate the mechanical performance of the weld metal.

[0035] In order to solve these problems, the welding wire 1 and the steel sheets 3 to which non-ferrous elements, such as Si, Mn, and Ti, are added as deoxidizing agents are used. That is, the reaction between oxygen and iron is suppressed by discharging the oxygen generated by the reaction of the formula (6) or the formula (7) as slags, such as SiO.sub.2, MnO, and TiO.sub.2.

[0036] In the subsequent cooling process, the slags discharged to the surface of the molten pool 8 aggregate and solidify while attaching to the surface and the bead toe 9 of the weld bead 6 (see FIG. 3). In such an arc welded joint that bears slags on the bead toe 9, the slag regions are insulators. Thus, even when the steel is subjected to chemical conversion (such as, for example, zinc phosphate treatment), the slag regions are not coated with a chemical conversion layer made of zinc phosphate crystals. The regions exposed from the chemical conversion layer do not allow for sufficient formation of coating films even when treated by electrodeposition coating, or do not allow the coating films to exhibit sufficient adhesion thereto. Thus, corrosion resistance is significantly lowered. As a result, the thickness is lost due to the occurrence of rusting and the progress of corrosion. It is therefore necessary that slag formation be suppressed while avoiding deterioration of the mechanical performance of the weld metal through the addition of deoxidizing agents to the welding wire 1 and the steel sheets 3.

[0037] Specifically, the slag-forming reaction (the oxidation reaction) of additive elements added to ensure the mechanical performance of the weld metal is suppressed without reducing the amounts of the additive elements. For this purpose, the oxidizing gas contained in the shielding gas is specified. The suppression of the slag-forming reaction reduces the occurrence of coating failures in the electrodeposition coating process, thus leading to enhanced corrosion resistance. Consequently, the occurrence of rusting and the progress of corrosion can be prevented even in a corrosive environment.

[0038] Specifically, as described above, the disclosed embodiments specify the oxidizing gas contained in the shielding gas so that the amount of O.sub.2 or CO.sub.2 that is mixed is small, and thereby suppress the formation of slags that are attached to the weld, especially the weld toe. In this manner, it has been found that rusting can be suppressed, and the decrease in joint strength due to corrosion can be reduced.

[0039] Here, the bead toe 9 and the bead-start and bead-finish end portions 10 of the weld bead 6 will be described with reference to FIG. 3. As illustrated in FIG. 3, the bead-start and bead-finish end portions in the disclosed embodiments indicate regions that include a bead-start end portion and a bead-finish end portion at the respective terminals. The bead-start end portion is a region extending 15 mm from the bead-start end (the welding start position) toward the bead-finish end (the welding finish position) on the weld line, and the bead-finish end portion is a region extending 15 mm from the bead-finish end toward the bead-start end on the weld line. In the disclosed embodiments, the bead toe indicates a boundary between the weld metal and the unmelted steel sheet that is the base material, located in a direction perpendicular to the weld line of the weld bead 6. The weld line indicates a line parallel to the welding direction in which the weld bead 6 is formed.

[0040] Next, the arc welded joint of the disclosed embodiments will be described with reference to FIG. 4 and FIG. 5. FIG. 4 illustrates a perspective view of a weld bead 6 in an arc welded joint formed by lap fillet welding of FIG. 1. FIG. 5 illustrates an enlarged front view of part of the A-A line cross section of the arc welded joint illustrated in FIG. 4.

[0041] As described hereinabove, the arc welded joint of the disclosed embodiments is an arc welded joint formed by arc welding of an overlap of at least two steel sheets. In the arc welded joint, the slag-covered area ratio S.sub.RATIO (%) calculated by the formula (1) is 20% or less wherein S.sub.BEAD is the bead surface area (mm.sup.2) that is the area of the surface of the weld bead in the weld, and S.sub.SLAG is the slag surface area (mm.sup.2) that is part of the bead surface area S.sub.BEAD and represents the area of a region covered with a slag; and the Vickers hardness of the weld metal and the Vickers hardness of softened portions of the weld heat affected zone (HAZ) satisfy the relationships H.sub.max?550 and H.sub.min?1.07? H.sub.HAZ wherein H.sub.max is the maximum value of the Vickers hardness of the weld metal in the weld, H.sub.min is the minimum value of the Vickers hardness of the weld metal, and H.sub.HAZ is the average value of the Vickers hardness of the softened portions of the weld heat affected zone.

S.sub.RATIO=100?S.sub.SLAG/S.sub.BEAD.Math..Math..Math.(1)

Slag-covered area ratio S.sub.RATIO (%): 20 or less

[0042] Referring to FIG. 4, the slag-covered area ratio S.sub.RATIO (%) calculated by the formula (1) is 20% or less wherein S.sub.BEAD is the bead surface area (mm.sup.2) that is the area of the surface of the weld bead 6 in the weld, and S.sub.SLAG is the slag surface area (mm.sup.2) that is part of the bead surface area S.sub.BEAD and represents the area of regions covered with slags 11. If the slags 11 that have been formed during the welding process attach to the surface of the weld bead 6 so as to increase the slag-covered area ratio to more than 20%, a chemical conversion layer is not formed sufficiently even when the arc welded joint is subjected to chemical conversion, and electrodeposition coating fails to form a coating film or results in a coating film having poor adhesion. Thus, rusting and thickness loss occur easily in a corrosive environment, and the joint strength may be lowered as a result. Reducing the amount of slag formation leads to less aggregation of the slags 11 on the surface of the weld bead 6, and thereby enhances chemical convertibility and electrodeposition coatability, thus suppressing the decrease in joint strength due to corrosion. Thus, the slag-covered area ratio S.sub.RATIO is preferably 15% or less, and more preferably 10% or less.

[0043] The bead surface area S.sub.BEAD indicates the surface area of a region of the weld that includes the bead toe and is formed by solidification of the molten metal as illustrated in FIG. 4, that is, the surface area of the weld bead 6. Furthermore, the slag surface area S.sub.SLAG indicates the total of the areas of regions of the weld bead 6 that are covered with the slags 11 as illustrated in FIG. 4.

[0044] The bead surface area S.sub.BEAD and the slag surface area S.sub.SLAG may be determined in the following manner, as described later in EXAMPLES. Specifically, the surface of a region of the weld bead 6 excluding the bead-start and bead-finish end portions 10 (each 15 mm in length) of the weld bead 6 is photographed from directly above. Based on the photograph image obtained, the projected areas from above of the weld bead and the slags are measured to calculate the bead surface area S.sub.BEAD and the slag surface area S.sub.SLAG, respectively.

[0045] The smaller the amount of non-conductive slags that are formed, the higher the chemical convertibility and the electrodeposition coatability. Thus, a smaller slag-covered area ratio S.sub.RATIO is more preferable with no limitation of the lower limit. The slag-covered area ratio S.sub.RATIO is preferably 0.1% or more, more preferably 0.5% or more, and still more preferably 1.0% or more.

Vickers hardness of the weld metal and Vickers hardness of softened portions of the HAZ: H.sub.max? 550 and H.sub.min?1.07? H.sub.HAZ

[0046] If the Vickers hardness of the weld metal and the Vickers hardness of softened portions of the HAZ do not satisfy H.sub.max?550, cracking tends to occur at the weld metal due to excessive hardening. Furthermore, a failure of the Vickers hardnesses of the above regions to satisfy H.sub.min?1.07? H.sub.HAZ results in stress concentration in the weld metal, and consequently fracture may occur at the weld metal. Thus, in the disclosed embodiments, the Vickers hardness of the weld metal and the Vickers hardness of the softened portions of the HAZ satisfy H.sub.max?550 and H.sub.min?1.07? H.sub.HAZ at the same time. The maximum value H.sub.max of the Vickers hardness of the weld metal is preferably 520 or less, more preferably 450 or less, and still more preferably 400 or less. The minimum value H.sub.min, of the Vickers hardness of the weld metal is preferably 220 or more, and more preferably 240 or more. Furthermore, the Vickers hardnesses of the above regions are preferably H.sub.min?1.10? H.sub.HAZ. The Vickers hardnesses of the above regions are preferably 1.35? H.sub.HAZ?H.sub.min.

[0047] To relax the stress concentration in the weld metal, the maximum value H.sub.max of the Vickers hardness of the weld metal is preferably 250 or more, more preferably 270 or more, and still more preferably 290 or more. The minimum value H.sub.min of the Vickers hardness of the weld metal is preferably 500 or less, more preferably 400 or less, and still more preferably 350 or less.

[0048] As illustrated in FIG. 5, the weld metal is a region formed by mixing of the melts of the welding wire and the base material, followed by solidification. Furthermore, the softened portions of the HAZ are regions of the weld heat affected zone (HAZ) that have lower hardness than the base material, namely, the steel sheets, as a result of reheating during the welding process. Specifically, the HAZ softened portions are regions indicated by a grid pattern in the example illustrated in FIG. 5.

[0049] The maximum value H.sub.max of the Vickers hardness of the weld metal indicates the maximum value H.sub.ax of the Vickers hardness as measured with respect to a region of the weld metal in a Vickers hardness measurement range described below. The minimum value H.sub.min of the Vickers hardness of the weld metal indicates the minimum value H.sub.min of the Vickers hardness as measured with respect to a region of the weld metal in the Vickers hardness measurement range. Furthermore, the phrase H.sub.HAZ is the average value of the Vickers hardness of the softened portions of the weld heat affected zone (HAZ) indicates the average value of the Vickers hardness as measured with respect to regions in the HAZ softened portions in the Vickers hardness measurement range.

[0050] The Vickers hardnesses (H.sub.max, H.sub.min, and H.sub.HAZ) of the weld metal and the softened portions of the HAZ may be determined in the following manner as described later in EXAMPLES. Specifically, as illustrated in FIG. 5, the Vickers hardness of the weld metal is measured with respect to a range that is located, in a cross section in the thickness direction perpendicular to the weld line, at a position 0.2 mm in the thickness direction below the surface of the steel sheet on the weld toe side and that extends from the weld toe into the base material in both directions perpendicular to the thickness over a total length of 20 mm (this range is written as the Vickers hardness measurement range). In the case of the example illustrated in FIG. 5, the Vickers hardness measurement range is found on the dotted line (the Vickers hardness measurement line) in FIG. 5, and this measurement range is measured under the following conditions. First, a portion is randomly selected from a region of the weld bead 6 excluding the bead-start and bead-finish end portions 10 (each 15 mm in length) of the weld bead 6 (see FIG. 4). The portion randomly selected was cut in the thickness direction perpendicular to the weld line, and was polished. Next, the Vickers hardness test described in JIS Z 2244 is performed with measurement intervals of 0.2 mm and a measurement load of 200 g to determine the maximum value H.sub.max and the minimum value H.sub.min of the Vickers hardness of the region of the weld metal. The Vickers hardness of the softened portions of the HAZ is determined by measuring the average value of the Vickers hardness in the regions of the HAZ softened portions as the typical Vickers hardness H.sub.HAZ of the softened portions of the HAZ.

[0051] The Vickers hardnesses of the weld metal and of the softened portions of the HAZ, and the slag-covered area ratio S.sub.RATIO in the weld are controlled to the ranges described above, and thereby the advantageous effects described hereinabove can be obtained. While details will be described later, FIG. 7 shows a graph illustrating relationships between the Vickers hardness and the slag-covered area ratio of the weld, and the ratio of the joint tensile strength to the base material tensile strength. As illustrated in FIG. 7, the joint strength can be enhanced by appropriately controlling both the Vickers hardness and the slag-covered area ratio, not the Vickers hardness alone.

[0052] In order to suppress rupturing at the weld metal upon tensile load application in a direction perpendicular to the weld line more effectively, the above configuration is desirably combined with narrowing of the hardness distribution in the weld bead 6.

Specifically, in the disclosed embodiments, as illustrated in FIG. 4, the variation in the Vickers hardness of the weld metal in the weld excluding the regions (i.e., the bead-start and bead-finish end portions 10) each extending 15 mm from the bead-start end and the bead-finish end of the weld bead 6 is preferably controlled to fall in a predetermined range.

[0053] Difference between the maximum value and the minimum value of the Vickers hardness of the weld metal (a preferred condition) In a cross section perpendicular to the line (the weld line) parallel to the welding direction of the weld bead 6, the maximum value and the minimum value of the Vickers hardness of the weld metal preferably satisfy the relationship H.sub.max?H.sub.min?100 wherein H.sub.max is the maximum value of the Vickers hardness of the weld metal and H.sub.min is the minimum value of the Vickers hardness of the weld metal. Stress concentration can be relaxed by reducing the variation in the Vickers hardness of the weld metal (that is, by reducing the difference between H.sub.max and H.sub.min). As a result, the arc welded joint that is obtained attains excellent joint strength. (H.sub.max?H.sub.max) is more preferably 80 or less, still more preferably 50 or less, and even more preferably 40 or less.

[0054] The lower limit of the difference between the maximum value and the minimum value of the Vickers hardness of the weld metal is not particularly limited. (H.sub.max?H.sub.min) is preferably 0.1 or more, and more preferably 1 or more.

[0055] The steel sheets used in the arc welded joint of the disclosed embodiments are preferably high strength steel sheets having a tensile strength of 440 MPa or more. The upper limit of the tensile strength of the steel sheets is not particularly limited. From the point of view of application to automobile members, the tensile strength is preferably 1200 MPa or less.

[0056] Next, an embodiment will be described of the arc welding method for producing the arc welded joint of the disclosed embodiments. The arc welding is already described hereinabove with reference to FIG. 1, and thus the description thereof will be omitted here.

[0057] In the disclosed embodiments, the arc welding conditions are controlled as described below. This control is important in order to ensure that the slag-covered area ratio S.sub.RATIO (%) in the arc welded joint and the Vickers hardnesses of the weld metal and the HAZ will fall in the above-described ranges.

[0058] The arc welding of the disclosed embodiments involves a shielding gas including Ar gas and an oxidizing gas, and the oxidizing gas satisfies the relationship of the formula (2):

2?[O.sub.2]+[CO.sub.2]?5.Math..Math..Math.(2)

In the formula (2), [O.sub.2] is the vol % of O.sub.2 in the shielding gas, and [CO.sub.2] is the vol %, of CO.sub.2 in the shielding gas.

[0059] When the arc welding is performed in reverse polarity, the welding wire 1 serves as the anode and the steel sheets 3 as the cathode (see FIG. 1). A welding voltage is applied from the welding wire 1 that is continuously fed to the steel sheets 3 through a central portion of the welding torch 2, and part of the shielding gas supplied from the inside of the welding torch 2 is ionized into plasma. Consequently, an arc 5 is formed between the welding wire 1 and the steel sheets 3. The remainder of the shielding gas (that is, the gas that is not ionized and flows from the welding torch 2 to the steel sheets 3) shields the arc 5, the molten metal 7, and the molten pool 8 from the outside air (see FIG. 2). In this manner, the remainder gas plays a role of preventing mixing of oxygen (and consequent slag formation) and mixing of nitrogen (and consequent blowhole formation).

[0060] The tip of the welding wire 1 is melted by the thermal energy of the arc 5 to form a molten metal 7, and the droplets are transported to the molten pool 8 by electromagnetic force or gravity. This process takes place while regularly repeating cycles in which the molten metal 7 is separate from the molten pool 8 (see FIG. 2(A)) and the molten metal 7 comes into contact with the molten pool 8 and is electrically short-circuited (see FIG. 2 ((B)). This phenomenon is caused to occur continuously while moving the welding wire 1 along the weld line. As a result, the molten pool 8 behind the weld line solidifies to form a weld bead 6.

[0061] The formation of slags is effectively prevented by specifying the oxidizing gas contained in the shielding gas and thereby reducing the amount of oxygen mixed into the molten metal 7 and the molten pool 8. As a result, chemical convertibility and electrodeposition coatability are enhanced, and further the consumption of alloying elements, such as Si and Mn, by deoxidation reaction is reduced. Thus, higher Vickers hardness can be stably obtained.

[0062] In order to obtain the above effects more effectively, the disclosed embodiments specify that the shielding gas in the welding conditions described above is a shielding gas including Ar gas and an oxidizing gas, and the oxidizing gas satisfies the relationship of the formula (2). If the left-side value in the formula (2) (that is, the value calculated by (2? [O.sub.2]+[CO.sub.2])) exceeds 5, more oxygen is mixed into the molten metal 7 and the molten pool 8 and more slags attach to the weld bead surface. As a result, chemical convertibility and electrodeposition coatability are deteriorated. Thus, the left-side value in the formula (2) is limited to 5 or less. The value is preferably 3 or less.

[0063] In the disclosed embodiments, the effects described above may be obtained even when the shielding gas is 100% Ar gas. That is, the left-side value in the formula (2) may be 0. Incidentally, the 100%% Ar gas means when the Ar purity is 99.99% or more.

[0064] In the disclosed embodiments, the arc welding conditions are controlled as described above, and thereby the arc welded joint can be obtained with the weld described hereinabove. In order to obtain the advantageous effects of the disclosed embodiments more effectively, the following welding conditions may be added to the above welding conditions.

[0065] As described hereinabove, arc welding with a reduced amount of an oxidizing gas in the shielding gas generates less slags. On the other hand, cathode spots move around so actively that the weld bead 6 may meander or may become wavy.

[0066] In order to eliminate this drawback, the arc welding of the disclosed embodiments is preferably performed in such a manner that the welding wire 1 and the steel sheets 3 are intermittently short-circuited, and the average value of the frequencies at which the short-circuits occur (hereinafter, written as the short-circuit frequencies) and the maximum value of the cycles for which the short-circuits occur (hereinafter, written as the short-circuit cycles) are controlled as follows. Specifically, the average value of the short-circuit frequencies (the average short-circuit frequency) F.sub.AVE (Hz) is preferably controlled to 20 to 300 Hz, and the maximum value of the short-circuit cycles (the maximum short-circuit cycle) T.sub.CYC (s) is preferably controlled to 1.5 s or less.

[0067] The reasons will be described below as to why the welding wire 1 and the steel sheets 3 are intermittently short-circuited in the arc welding and the short-circuit is controlled to satisfy the predetermined conditions.

[0068] The molten pool 8 is destabilized when the volume of the droplets coming from the tip of the welding wire 1 is too large or too small.

[0069] Specifically, if the average short-circuit frequency F.sub.AVE is less than 20 Hz, large droplets move to the molten pool 8, or the droplets irregularly exhibit a transfer mode other than the short-circuit transfer (such as, for example, streaming transfer). If, on the other hand, the average short-circuit frequency F.sub.AVE is more than 300 Hz, the droplets are small but the arc is re-ignited too often by the short-circuit. For these reasons, the molten pool 8 is disturbed in any of the above cases to make it difficult to eliminate meandering and waving of the weld head. By controlling the average short-circuit frequency F.sub.AVE to 20 to 300 Hz, the volume of a droplet transported to the molten pool 8 by one short-circuit may be substantially equalized to the volume of a sphere having the same diameter as the welding wire 1. As a result, the metal transfer can be stabilized and also the amounts of deposition can be uniformed. Thus, an appropriate weld metal component can be obtained stably. For this reason, the average short-circuit frequency F.sub.AVE (Hz) of short-circuit in the disclosed embodiments is preferably controlled to 20 to 300 Hz.

[0070] In order to equalize the volumes of the droplets transported to the molten pool 8 per short-circuit and to enhance the uniformity of the weld bead, the average short-circuit frequency F.sub.AVE is more preferably 35 Hz or more, still more preferably 45 Hz or more, and even more preferably 50 Hz or more. If the average short-circuit frequency F.sub.AVE is high, small-volume droplets may scatter as a large amount of spatters during short-circuit and re-ignition. Thus, the average short-circuit frequency F.sub.AVE is more preferably 250 Hz or less, still more preferably 200 Hz or less, and even more preferably 190 Hz or less. The average short-circuit frequency F.sub.AVE indicates the average value of short-circuit frequencies in a welding pass performed to obtain the arc welded joint. The arc voltage is tracked during the welding pass with a measuring device (such as, for example, an oscilloscope) to count the number of the arc voltage becoming zero. The number is divided by the time (s) required for the welding to give the average short-circuit frequency (times/s=Hz).

[0071] If the maximum short-circuit cycle T.sub.CYC is more than 1.5 s, the metal transfer is destabilized to result in unstable bead widths and unstable penetration depths. That is, a weld bead 6 having a good shape can be obtained by controlling the maximum short-circuit cycle T.sub.CYC to 1.5 s or less. Thus, in the disclosed embodiments, it is preferable that the maximum short-circuit cycle T.sub.CYC of short-circuit be controlled to 1.5 s or less.

[0072] The maximum short-circuit cycle T.sub.CYC indicates the maximum value of the short-circuit cycles in a welding pass performed to obtain the arc welded joint. That is, the term means that each of the short-circuit cycles in the welding pass does not exceed 1.5 s.

[0073] In order to ensure that the average short-circuit frequency F.sub.AVE is 20 Hz or more, it is more preferable that the maximum short-circuit cycle T.sub.CYC be 1.0 s or less, still more preferably 0.2 s or less, and even more preferably 0.10 s or less. The maximum short-circuit cycle T.sub.CYC of short-circuit is appropriately such that the average short-circuit frequency F.sub.AVE is 300 Hz or less. Thus, the lower limit of the maximum short-circuit cycle T.sub.CYC is not particularly limited. The maximum short-circuit cycle T.sub.CYC is preferably 0.004 s or more, and more preferably 0.008 s or more.

[0074] The above control of the average short-circuit frequency F.sub.AVE and the maximum short-circuit cycle T.sub.CYC to fall in the predetermined ranges makes it possible to regularly stabilize the movement of droplets in the arc welding using a shielding gas that includes Ar shielding gas and a reduced amount of an oxidizing gas. As a result, slag formation can be suppressed while ensuring stable arc discharge. Thus, the weld bead 6 that can attain a slag-covered area ratio S.sub.RATIO within the above-described range is obtained.

[0075] For example, preferred ranges of the welding conditions are average welding current: 150 to 300 A, average arc voltage: 20 to 35 V, welding speed: 30 to 200 cm/min, Ar gas flow rate: 10 to 25 Liters/min, and distance between the contact tip and the workpieces (hereinafter, written as the CTWD): 5 to 30 mm.

[0076] In the disclosed embodiments, the average short-circuit frequency and the maximum short-circuit cycle may be controlled to fall in the above ranges in any manner without limitation.

[0077] For example, it is preferable to control the current waveform by application of a pulse current as illustrated in FIG. 6. Specifically, control is made so that the value of X (A.Math.s/m) calculated by the formula (3) will satisfy 50?X?250 wherein I.sub.PEAK is the peak current (A) of the pulse current, I.sub.BASE is the base current (A), t.sub.PEAK is the peak time (ms), t.sub.up is the rise time (ms), t.sub.DOWN is the fall time (ms), and L is the CTWD (mm). In this manner, stable metal transfer can be realized, and the weld bead 6 that has a Vickers hardness of the weld metal and a slag-covered area ratio S.sub.RATIO within the ranges described above can be obtained more effectively.

X=(I.sub.PEAK?t.sub.PEAK/L)+(I.sub.PEAK(+I.sub.BASE)?(t.sub.UP+t.sub.DOWN)/(2?L).Math..Math..Math.(3)

[0078] The formula (3) expresses the control of current waveform by application of a pulse current as illustrated in FIG. 6.

If the value of X (A.Math.s/m) calculated by the formula (3) is too small, the arc 5 may sway and the metal transfer may be destabilized. If, on the other hand, the value of X is too large, the welding wire 1 may be dipped into the molten pool 8, or droplets that have grown may be scattered during short-circuit to, for example, deteriorate the bead shape or to be attached as spatters. Thus, the value of X is preferably controlled to satisfy 50?X?250. The value of X is more preferably 60 or more, and still more preferably 80 or more. The value of X is more preferably 230 or less, and still more preferably 200 or less.
Incidentally, s in the unit of X (A.Math.s/m) is seconds (sec), and ms in the unit of t.sub.PEAK, t.sub.UP, and t.sub.DOWN is milliseconds (= 1/1000 sec).

[0079] If the value of the distance L between the steel sheets 3 and the contact tip is too small, the welding torch 2 is severely worn and the welding is destabilized. If the value of the distance L is too large, the arc 5 sways. Thus, the value of L in the formula (3) is preferably 5 to 30 mm. The value of L is more preferably 8 mm or more and is more preferably 20 mm or less. The value of L is still more preferably 10 mm or more and is still more preferably 18 mm or less.

[0080] If the value of I.sub.PEAK is too small, a sufficient heat input cannot be ensured, and the bead shape is deteriorated. If the value is too large, burn-through occurs or spatters are increased. Thus, the value of I.sub.PEAK in the formula (3) is preferably 250 to 600 A. I.sub.PEAK is more preferably 400 A or more and is more preferably 500 A or less.

[0081] If the value of is too small, the arc is destabilized. If the value is too large, burn-through occurs. Thus, the value of I.sub.BASE in the formula (3) is preferably 30 to 120 A. I.sub.BASE is more preferably 40 A or more and is more preferably 100 A or less. I.sub.BASE is still more preferably 80 A or less.

[0082] If the value of t.sub.PEAK is too small, a sufficient heat input cannot be ensured. If the value is too large, burn-through occurs. Thus, the value of t.sub.PEAK in the formula (3) is preferably 0.1 to 5.0 ms. t.sub.PEAK is more preferably 1.0 ms or more and is more preferably 4.0 ms or less. t.sub.PEAK is still more preferably 1.2 ms or more and is still more preferably 3.5 ms or less.

[0083] If t.sub.UP and t.sub.DOWN, are too small, the arc sways. If the values are too large, the bead shape is deteriorated. Thus, the values of t.sub.u and t.sub.DOWN in the formula (3) are preferably each 0.1 to 3.0 ms. t.sub.UP and t.sub.DOWN are more preferably each 0.5 ms or more and are more preferably each 2.5 ms or less, and are still more preferably each 0.8 ms or more and are still more preferably each 2.0 ms or less.

[0084] Although not used in the formula (3) for calculating the value of X, the base time of the pulse current may be written as t.sub.BASE(ms). If t.sub.BASE is too small, the droplets are too small. If the value is too large, the droplets are too big. In both cases, the welding is destabilized. Thus, t.sub.BASE is preferably 0.1 to 10.0 ms. t.sub.BASE is more preferably 1.0 ms or more and is more preferably 8.0 ms or less. t.sub.BASE is still more preferably 1.5 ms or more and is still more preferably 6.0 ms or less.

[0085] In the disclosed embodiments, it is not necessary that one short-circuit occur in each cycle of the pulse current, and one short-circuit may be caused to occur in one pulse to several pulses. The pulse frequency of the pulse current is not particularly limited as long as one short-circuit can occur in one pulse to several pulses.

[0086] In the disclosed embodiments, the controlling of the pulse current intends (i) to promote stable growth of droplets while suppressing swaying of the arc by keeping the current low during the base time, and (ii) to promote short-circuit by pushing the droplet that has grown down into the molten pool, not detaching the grown droplet from the wire, by electromagnetic force and the shearing force of the Ar shielding gas during a period from the peak time to the fall time.

[0087] The arc welding method of the disclosed embodiments does not require a supply of oxygen or the addition of special elements. Thus, the process cost can be lowered by using, as the welding wire, a solid wire that is less expensive than a flux-cored wire. In the disclosed embodiments, the wire composition (the wire chemical composition) of the solid wire is not particularly limited.

[0088] For example, a suitable solid wire is a solid wire that contains C: 0.020 to 0.150 mass %, Si: 0.20 to 1.00 mass %, Mn: 0.50 to 2.50 mass %, P: 0.020 mass % or less, and S: 0.03 mass % or less. Such a wire composition, with appropriate control of the composition, can be applied to arc welding of a wide variety of steel types from mild steels to ultrahigh tensile strength steels. The diameter of the solid wire is preferably 0.4 mm to 2.0 mm.

[0089] The reasons will be described below as to why the above wire composition of the solid wire is preferable.

C: 0.020 to 0.150 Mass %

[0090] Carbon is an element that is necessary to ensure the strength of the weld metal, and lowers the viscosity of the molten metal to effectively enhance the fluidity. If, however, the C content is less than 0.020 mass %, the strength of the weld metal cannot be ensured. If, on the other hand, the C content exceeds 0.150 mass %, the toughness of the weld metal is lowered. Thus, the C content is preferably 0.020 to 0.150 mass' %. The C content is more preferably 0.050 mass % or more and is more preferably 0.10 mass % or less.

[0091] Si: 0.20 to 1.00 mass %.

[0092] Silicon is an element that has a deoxidizing effect and, by being added in an appropriate amount, enhances the hardenability of the weld metal to contribute to enhancements in the toughness and the strength of the weld metal. In MIG welding, mixing of oxygen into the weld metal can be eliminated or reduced by the Ar shielding gas, and the deoxidizing action of Si is not particularly necessary.

If, however, the Si content is less than 0.20 mass %, the droplets and the molten pool oscillate during the welding process to generate a large amount of spatters. If, on the other hand, the Si content exceeds 1.00 mass %, the toughness of the weld metal is lowered. Thus, the Si content is preferably 0.20 to 1.00 mass %. The Si content is more preferably 0.30 mass % or more and is more preferably 0.90 mass % or less.

Mn: 0.50 to 2.50 Mass %

[0093] Manganese is an element that has a deoxidizing effect similarly to Si and enhances mechanical properties of the weld metal. If, however, the Mn content is less than 0.50 mass, a sufficient amount of Mn does not remain in the weld metal and sufficient strength and toughness cannot be obtained. If, on the other hand, the Mn content exceeds 2.50 mass %, the toughness of the weld metal is lowered. Thus, the Mn content is preferably 0.50 to 2.50 mass %. The Mn content is more preferably 0.80 mass % or more and is more preferably 1.80 mass % or less.

P: 0.020 Mass % or Less

[0094] Phosphorus is an element that is mixed as an impurity into steel during the steelmaking process and the casting process. This element lowers the hot cracking resistance of the weld metal and is preferably removed as much as possible. If, in particular, the P content exceeds 0.020 mass %, the hot cracking resistance of the weld metal is markedly lowered. Thus, the P content is preferably 0.020 mass % or less. The P content is more preferably 0.010 mass % or less. From the point of view of the hot cracking resistance of the weld metal, the lower limit of the P content is not particularly limited and may be 0 mass %. The P content is preferably 0.001 mass % or more.

[0095] S: 0.03 mass % or less Sulfur is an impurity that is incidentally mixed into the steel wires. This element lowers the hot cracking resistance of the weld metal and is preferably removed as much as possible. If, in particular, the S content exceeds 0.03 mass %, hot cracking occurs easily in the weld metal. Thus, the S content is preferably 0.03 mass % or less. The S content is more preferably 0.015 mass % or less. From the point of view of the hot cracking resistance of the weld metal, the lower limit of the S content is not particularly limited and may be 0 mass %. The S content is preferably 0.001 mass % or more.

[0096] In addition to the above wire composition, the solid wire may appropriately contain one, or two or more selected from Ni, Cr, Ti, and Mo as needed.

[0097] Nickel is an element that increases the strength of the weld metal and enhances the weather resistance. However, the above effects cannot be obtained if the Ni content is less than 0.02 mass %. If, on the other hand, the Ni content exceeds 3.50 mass %, the toughness of the weld metal is lowered. Thus, when nickel is added, the Ni content is preferably 0.02 to 3.50 mass %.

[0098] Similar to nickel, chromium is an element that increases the strength of the weld metal and enhances the weather resistance. However, the above effects cannot be obtained if the Cr content is less than 0.01 mass %. If, on the other hand, the Cr content exceeds 1.50 mass %, the toughness of the weld metal is lowered. Thus, when chromium is added, the Cr content is preferably 0.01 to 1.50 mass %.

[0099] Titanium is an element that acts as a deoxidizing agent and enhances the strength and the toughness of the weld metal. Furthermore, titanium also has an effect of stabilizing the arc and reducing the amount of spatters. If, however, the Ti content exceeds 0.15 mass %, the droplets are coarsened during the welding process and large spatters are generated, and further the toughness of the weld metal is markedly lowered. Thus, when titanium is added, the Ti content is preferably 0.15 mass % or less.

[0100] Molybdenum is an element that enhances the strength of the weld metal. If the content thereof exceeds 0.8 mass, the toughness of the weld metal is lowered. Thus, when molybdenum is added, the Mo content is preferably 0.8 mass % or less.

[0101] The balance of the wire composition of the solid wire is Fe and incidental impurities.

[0102] Examples of the incidental impurities in the wire composition include N and Cu. Nitrogen is an impurity that is incidentally mixed at the stage of making the steel material and the stage of producing the steel wires, and adversely affects the toughness of the weld metal. Thus, the N content is preferably lowered to 0.01 mass % or less. Copper is an impurity that is incidentally mixed into the steel wires. This element lowers the toughness of the weld metal. If, in particular, the Cu content exceeds 3.0 mass %, the toughness of the weld metal is markedly lowered. Thus, the Cu content is preferably 3.0 mass % or less.

[0103] As described hereinabove, the disclosed embodiments specify the Vickers hardness distribution in the weld of steel members, and suppress rusting by reducing the coating weight of slags attached to the weld, thereby enhancing the joint strength of the weld even in a progressively corrosive environment. In particular, the success in reducing the coating weight of slags leads to enhancements in chemical convertibility and electrodeposition coatability of the weld. In addition, the consumption of alloying elements, such as Si and Mn, due to deoxidation reaction can be reduced, and a higher Vickers hardness can be obtained stably. As a result, stable joint strength can be ensured even in a corrosive environment. Furthermore, according to the disclosed embodiments, members having the characteristics described above can be manufactured using high strength steel sheets having a tensile strength of, for example, 440 MPa or more (for example, 440 MPa, 590 MPa, and 980 MPa grade steel sheets). The use of such high strength steel sheets allows for thickness reduction of the members.

The disclosed embodiments are suitably used for such members as automobile members. It is therefore preferable that the thickness of the high strength steel sheets be 0.8 to 4 mm.

Examples

Examples of the Disclosed Embodiments Will be Described Below

[0104] First, two steel sheets shown in Table 1 were subjected to lap fillet welding illustrated in FIG. 1, and an arc welded joint was fabricated. The welding conditions are shown in Table 2. The welding wires, indicated by the Wire symbol in Table 2, were solid wires that had a wire composition shown in Table 4 and had a welding wire diameter of 1.2 mm. Components that are not found in the Welding wire chemical composition in Table 4 are Fe and incidental impurities. The wire symbol W1 shown in Table 4 contains 0.005 mass % N and 0.27 mass % Cu as incidental impurities in the wire composition.

[0105] The arc welded joints fabricated were subjected to alkali degreasing, surface conditioning, and zinc phosphate chemical conversion. Cationic electrodeposition coating was performed under conditions such that the film thickness at the flat portions of the base material except the weld was ?m. Subsequently, 60 cycles of the SAE J2334 corrosion test were performed.

[0106] The shape of the weld bead after the welding process was evaluated as follows.

[Slag-covered area ratio S.sub.RATIO]

[0107] The surface of a region of the weld bead 6 excluding the bead-start and bead-finish end portions 10 (each 15 mm in length) of the weld bead 6 was photographed from directly above (magnification: 5?). Based on the photograph image obtained, the projected areas from above of the weld bead and the slags were measured to calculate the bead surface area S.sub.BEAD, and the slag surface area S.sub.SLAG, respectively. When the length of the weld bead 6 was less than 130 mm, the surface over the entire length excluding the bead-start and bead-finish end portions 10 was photographed. When the length of the weld bead 6 was 130 mm or more, the surface of a randomly selected region (100 mm in length) of the weld bead 6 excluding the bead-start and bead-finish end portions 10 was photographed. Slags with a total length of 0.5 mm or less were excluded from the calculation.

[0108] As illustrated in FIG. 4 and FIG. 5, the surface area of the weld bead 6 photographed above was taken as the bead surface area S.sub.BEAD (mm.sup.2). Of this bead surface area the total of the areas of regions covered with the slags 11 was taken as the slag surface area S.sub.SLAG (mm.sup.2).

[0109] The slag-covered area ratio S.sub.RATIO was determined using the calculated values of the bead surface area and the slag surface area S.sub.SLAG, and the formula (1) described hereinabove. Table 3 shows the obtained slag-covered area ratios S.sub.RATIO.

[Vickers hardnesses of weld metal and HAZ]

[0110] The Vickers hardnesses of the weld metal and the HAZ were measured with respect to a range that was located, in a cross section in the thickness direction perpendicular to the weld line as illustrated in FIG. 5, at a position 0.2 mm in the thickness direction below the surface of the steel sheet on the weld toe side and that extended from the weld toe toward the base material in both directions perpendicular to the thickness over a total length of 20 mm. In the case of the example illustrated in FIG. 5, the Vickers hardness was measured with respect to the region indicated by the dotted line (the Vickers hardness measurement line) in FIG. 5. First, a portion was randomly selected from a region of the weld bead 6 excluding the bead-start and bead-finish end portions 10 (each 15 mm in length) of the weld bead 6 (see FIG. 4). The portion randomly selected was cut in the thickness direction perpendicular to the weld line, and polished. Next, the Vickers hardness test described in JIS Z 2244 was performed with measurement intervals of 0.2 mm and a measurement load of 200 g to determine the maximum value H.sub.MAX and the minimum value H.sub.min of the Vickers hardness of the region of the weld metal. The Vickers hardness of the softened portions of the HAZ was determined by measuring the average value of the Vickers hardness in regions of the HAZ softened portions (see FIG. 5) as the typical Vickers hardness (namely, H.sub.HAZ) of the softened portions of the HAZ.

Table 3 shows the obtained Vickers hardnesses (H.sub.max, H.sub.min, and H.sub.HAZ).

[0111] Joint strength shown in Table 3 was evaluated as follows.

[0112] The joint tensile strength was measured in the following manner. First, the arc welded joint after the corrosion test was immersed into a submerge remover to remove the electrodeposition coating film, and subsequently the corrosion products were removed in accordance with ISO8407. Next, a test piece for tensile test described in JIS Z 2241 was obtained by machining. The test piece for tensile test thus fabricated was subjected to a tensile test at room temperature and a cross head speed of 10 mm/min, and the joint tensile strength was recorded. This value was taken as the post-corrosion joint tensile strength.

[0113] Furthermore, the cross section of the test piece that had been fractured was polished and was subjected to Nital etching. The cross section was then photographed with an optical microscope (magnification: 10?) to identify the fracture location.

[0114] Furthermore, the base material tensile strength was measured in the following manner. A test piece for tensile test described in JIS Z 2241 was obtained by machining the base material steel sheet that had a size (for example, 200 mm?300 mm? thickness) enough to give a test piece for tensile test. The test piece for tensile test thus fabricated was subjected to a tensile test at room temperature and a cross head speed of 10 mm/min, and the tensile strength was recorded. This value was taken as the base material tensile strength.

[0115] Based on the values obtained above, the joint strength was evaluated according to the following criteria and was rated as A, B, or F. Rating A shown in Table 3 was given when the test piece was fractured at other than the weld metal, and (post-corrosion joint tensile strength)/(base material tensile strength)?0.70. Rating B was given when the test piece was fractured at other than the weld metal, and 0.70> (post-corrosion joint tensile strength)/(base material tensile strength)?0.60. Rating was F when the test piece was fractured at the weld metal, or when the test piece was fractured at other than the weld metal, but (post-corrosion joint tensile strength)/(base material tensile strength)<0.60. Rating A was best, followed by the rating B. Ratings A and B were evaluated as acceptable, and rating F was evaluated as failed. The evaluation results are shown in Table 3. The values of Strength ratio in Table 3 are values of (post-corrosion joint tensile strength)/(base material tensile strength). Other than weld metal shown in Fracture location in Table 3 indicates that the test piece was fractured at other than the weld metal, and Weld metal indicates that the fracture occurred at the weld metal.

[0116] Rusting prevention shown in Table 3 was evaluated as follows.

[0117] In the welded joint after the accelerated corrosion test, the surface of a region of the weld bead 6 excluding the bead-start and bead-finish end portions 10 (each 15 mm in length) of the weld bead 6 was photographed from directly above (see FIG. 3). The average rust area per unit length (mm.sup.2/10 mm) was calculated. The values obtained are shown in Table 3.

[0118] Here, the rusting prevention was evaluated according to the following criteria.

[0119] The post-corrosion antirust effect was evaluated as very good when the average rust area was larger than 95 (mm.sup.2/10 mm) and 100 (mm.sup.2/10 mm) or less. Furthermore, the post-corrosion antirust effect was evaluated as excellent when the average rust area was larger than 50 (mm.sup.2/10 mm) and 95 (mm.sup.2/10 mm) or less. Furthermore, the post-corrosion antirust effect was evaluated as superior when the average rust area was 50 (mm.sup.2/10 mm) or less.

TABLE-US-00001 TABLE 1 Steel sheet Tensile strength (MPa) Thickness (mm) a 440 2.6 b 590 2.6 c 980 2.6 d 980 1.0 e 980 3.2

TABLE-US-00002 TABLE 2 Welding conditions Shielding gas Average Average Left-side welding arc Pulse Welding value in current voltage frequency speed Steel CTWDL Metal transfer Wire No. Components Formula (2) Pulse (A) (V) (Hz) (cm/min) sheets (mm) mode symbol 1 100% Ar 0 Yes 237 27 185 70 c 5 Short-circuit W1 2 100% Ar 0 Yes 244 25 156 70 b 15 Short-circuit W2 3 100% Ar 0 No 190 25 80 a 10 Not short-circuit W2 4 Ar-3% CO.sub.2 3 Yes 222 23 140 70 c 10 Short-circuit W3 5 Ar-5% CO.sub.2 5 No 213 20 50 a 25 Not short-circuit W2 6 Ar-2% O.sub.2 4 No 198 21 70 a 15 Not short-circuit W2 7 100% Ar 0 Yes 242 26 134 120 b 15 Short-circuit W2 8 100% Ar 0 Yes 220 24 110 30 c 15 Short-circuit W2 9 100% Ar 0 Yes 252 18 233 70 c 10 Short-circuit W2 10 100% Ar 0 Yes 234 22 92 70 b 10 Short-circuit W2 11 100% Ar 0 Yes 237 23 125 100 c 10 Short-circuit W2 12 100% Ar 0 Yes 259 26 87 70 c 20 Short-circuit W2 13 100% Ar 0 Yes 224 25 98 100 d 15 Short-circuit W2 14 100% Ar 0 Yes 241 26 104 50 e 15 Short-circuit W2 15 100% Ar 0 Yes 232 25 82 30 a 10 Short-circuit W1 16 100% Ar 0 Yes 171 23 213 60 a 10 Short-circuit W1 17 Ar-10% CO.sub.2 10 Yes 287 21 76 70 b 20 Short-circuit W2 18 Ar-6% CO.sub.2 6 Yes 244 30 284 50 c 5 Short-circuit W2 19 Ar-20% CO.sub.2 20 No 160 18 80 c 15 Not short-circuit W1 20 Ar-15% CO.sub.2 15 No 176 18 190 d 15 Not short-circuit W1 21 Ar-10% CO.sub.2 10 No 173 20 80 c 15 Not short-circuit W3 22 Ar-20% CO.sub.2 20 No 168 19 100 b 15 Not short-circuit W3 Welding conditions F.sub.AVE T.sub.CYC I.sub.PEAK I.sub.BASE t.sub.PEAK t.sub.UP t.sub.DOWN t.sub.BASE X No. Polarity (Hz) (s) (A) (A) (ms) (ms) (ms) (ms) (A .Math. s/m) Remarks 1 Reverse polarity 47 0.06 450 50 1.5 1.0 1.0 1.9 118 EX. 2 Reverse polarity 102 0.01 500 80 1.5 0.5 0.5 3.9 89 EX. 3 Reverse polarity EX. 4 Reverse polarity 55 0.07 500 50 1.5 1.0 1.0 3.0 130 EX. 5 Reverse polarity EX. 6 Reverse polarity EX. 7 Reverse polarity 82 0.03 550 50 4.0 1.0 1.0 1.5 187 EX. 8 Reverse polarity 61 0.07 550 50 2.0 1.0 1.0 5.1 113 EX. 9 Reverse polarity 293 0.005 450 50 0.5 1.0 1.0 1.8 73 EX. 10 Reverse polarity 219 0.005 450 50 2.0 3.0 3.0 2.9 240 EX. 11 Reverse polarity 186 0.007 550 50 2.0 1.0 1.0 4.0 170 EX. 12 Reverse polarity 24 0.38 450 50 1.5 1.0 1.0 8.0 59 EX. 13 Reverse polarity 78 0.02 400 50 1.5 1.0 1.0 6.7 70 EX. 14 Reverse polarity 88 0.02 500 80 2.0 1.5 1.5 5.1 125 EX. 15 Reverse polarity 69 0.04 350 50 2.0 1.0 1.0 8.2 110 EX. 16 Reverse polarity 55 0.12 250 30 2.0 1.0 1.0 0.7 78 EX. 17 Reverse polarity 17 1.54 300 30 1.5 1.0 1.0 9.6 39 COMP. EX. 18 Reverse polarity 307 0.002 450 50 0.5 0.5 0.5 2.0 95 COMP. EX. 19 Reverse polarity COMP. EX. 20 Reverse polarity COMP. EX. 21 Reverse polarity COMP. EX. 22 Reverse polarity COMP. EX. Polarity = Direct current reverse polarity, Gas flow rate = 15 L/min *1. 2 ? [O.sub.2] + [CO.sub.2] ? 5 . . . Formula (2) *2. X = (I.sub.PEAK ? t.sub.PEAK/L) + (I.sub.PEAK + I.sub.BASE) ? (t.sub.UP + t.sub.DOWN)/(2 ? L) . . . Formula (3)

TABLE-US-00003 TABLE 3 Weld Weld bead Average S.sub.RATIO Weld metal and HAZ rust area Strength No. (%) H.sub.max H.sub.min H.sub.HAZ H.sub.min/H.sub.HAZ H.sub.max ? H.sub.min (mm.sup.2/10 mm) Fracture location ratio Rating Remarks 1 1 354 331 280 1.182 23 25 Other than weld metal 0.91 A EX. 2 3 329 310 274 1.131 19 47 Other than weld metal 0.84 A EX. 3 3 466 358 328 1.091 108 39 Other than weld metal 0.69 B EX. 4 7 305 289 262 1.103 16 40 Other than weld metal 0.79 A EX. 5 15 354 253 232 1.091 101 92 Other than weld metal 0.62 B EX. 6 16 351 247 228 1.083 104 88 Other than weld metal 0.67 B EX. 7 7 352 308 250 1.232 44 30 Other than weld metal 0.74 A EX. 8 5 348 295 261 1.130 53 21 Other than weld metal 0.71 A EX. 9 7 403 340 298 1.141 63 29 Other than weld metal 0.81 A EX. 10 7 361 307 258 1.190 54 23 Other than weld metal 0.76 A EX. 11 1 386 335 291 1.151 51 20 Other than weld metal 0.83 A EX. 12 6 358 338 265 1.275 20 31 Other than weld metal 0.80 A EX. 13 10 313 295 262 1.126 18 39 Other than weld metal 0.71 A EX. 14 9 326 317 274 1.157 9 35 Other than weld metal 0.88 A EX. 15 6 310 233 209 1.115 77 28 Other than weld metal 0.72 A EX. 16 11 274 238 202 1.178 36 35 Other than weld metal 0.80 A EX. 17 24 352 309 289 1.069 43 121 Weld metal 0.51 F COMP. EX. 18 23 381 336 320 1.050 45 101 Weld metal 0.58 F COMP. EX. 19 27 335 294 276 1.065 41 126 Weld metal 0.56 F COMP. EX. 20 28 552 458 331 1.384 94 115 Weld metal 0.44 F COMP. EX. 21 23 285 270 288 0.938 15 109 Weld metal 0.49 F COMP. EX. 22 32 279 255 265 0.962 24 119 Weld metal 0.45 F COMP. EX. *1. S.sub.RATIO = 100 ? S.sub.SLAG/S.sub.BEAD *Rating: A The test piece was fractured at other than the weld metal, and (post-corrosion joint tensile strength)/(base material tensile strength) ? 0.70. B The test piece was fractured at other than the weld metal, and 0.70 > (post-corrosion joint tensile strength)/(base material tensile strength) ? 0.60 F The test piece was fractured at the weld metal; or the test piece was fractured at other than the weld metal, but (post-corrosion joint tensile strength)/(base material tensile strength) < 0.60.

TABLE-US-00004 TABLE 4 Wire Welding wire chemical composition (mass %) symbol C Si Mn P S Ni Cr Ti Mo W1 0.070 0.40 1.67 0.007 0.005 W2 0.068 0.57 1.06 0.006 0.006 0.030 0.600 W3 0.060 0.92 1.40 0.007 0.014 0.025 0.001

[0120] As it is clear from Table 2 and Table 3, welding Nos. 1 to 16 representing EXAMPLES attained an S.sub.RATIO of 20% or less and satisfied the relationships of H.sub.max?550 and H.sub.min?1.07? H.sub.HAZ. As a result, the arc welded joints that were obtained prevented rusting and had excellent joint strength.

[0121] Among these EXAMPLES, welding Nos. 1, 2, 4, and 7 to 16 resulted in a difference (H.sub.max?H.sub.min) of 100 or less between the maximum value H.sub.max and the minimum value H.sub.min of the Vickers hardness of the weld metal. As a result, the stress concentration was relaxed, and the arc welded joints that were obtained had particularly excellent joint strength.

[0122] Furthermore, the results of EXAMPLES have confirmed that the advantageous effects described hereinabove can be obtained using any of welding wires for ultrahigh tensile strength steels (wire symbols W1 and W2 in Table 4) and welding wires for mild steels (wire symbol W3 in Table 4).

[0123] In contrast, COMPARATIVE EXAMPLES resulted in markedly low joint tensile strength because the Vickers hardnesses failed to satisfy H.sub.max?550 and H.sub.min?1.07? H.sub.HAZ or because S.sub.RATIO was more than 20%.

[0124] Incidentally, the graph in FIG. 7 illustrates relationships between the Vickers hardness of the weld and the slag-covered area ratio, and the ratio of the joint tensile strength to the base material tensile strength (strength ratio) in EXAMPLES. As illustrated in FIG. 7, the enhancement in joint strength was greater when two factors, namely, the Vickers hardness and the slag-covered area ratio were controlled compared to when only the Vickers hardness was controlled.