Resistance spot welding method and welded member production method

Abstract

Provided is a resistance spot welding method that inhibits, in accordance with the degree of axis misalignment between electrodes, the occurrence of cracking in a weld regardless of the steel grade. In resistance spot welding methods according to the present invention, H (ms) is an electrode force retaining time after completion of current passage, D (mm) is an amount of axis misalignment between the electrodes, t (mm) is a total sum of sheet thicknesses of a plurality of overlapping steel sheets, T (MPa) is a tensile strength of a steel sheet having a highest tensile strength among the plurality of steel sheets, F (N) is an electrode force, and d (mm) is a tip diameter of one electrode of the pair of electrodes that has a smaller tip diameter. The electrode force retaining time H is specified to be a predetermined value or greater.

Claims

1. A resistance spot welding method for joining together a plurality of overlapping steel sheets of a sheet combination, the method comprising squeezing the sheet combination between a pair of electrodes and passing a current through the sheet combination while applying an electrode force thereto, wherein at least one of the plurality of steel sheets is a surface-treated steel sheet including a metal coating layer and the method satisfies the following relationships,
2.Math.D.Math.(t.Math.T/(F.Math.d)).sup.1/2H when 0D<2
(6.Math.D8).Math.(t.Math.T/(F.Math.d)).sup.1/2H when 2D<5
(D+17).Math.(t.Math.T/(F.Math.d)).sup.1/2H when 5D<10 where H (ms) is an electrode force retaining time after completion of current passage, D (mm) is an amount of axis misalignment between the electrodes, wherein D is greater than or equal to 0.5, t (mm) is a total sum of sheet thicknesses of the plurality of overlapping steel sheets, T (MPa) is a tensile strength of a steel sheet having a highest tensile strength among the plurality of steel sheets, F (N) is an electrode force, and d (mm) is a tip diameter of one electrode of the pair of electrodes, wherein if the pair of electrodes have different tip diameters, d (mm) is the tip diameter of the one of the pair of electrodes having a smaller tip diameter.

2. The resistance spot welding method according to claim 1, wherein the metal coating layer having a melting point lower than a melting point of a base material of the surface-treated steel sheet.

3. The resistance spot welding method according to claim 1, wherein the metal coating layer is a Zn-based coating layer or an Al-based coating layer.

4. The resistance spot welding method according to claim 1, wherein at least one of the plurality of steel sheets has a tensile strength greater than or equal to 590 MPa.

5. The resistance spot welding method according to claim 1, wherein, when there are one or more existing welds around a welding point, a distance L between a center of the welding point and a center of one existing weld of the one or more existing welds is set to greater than or equal to 6.0 mm to perform welding, the one existing weld being closest to the welding point, among the one or more existing welds.

6. A method for producing a welded member, the method comprising the steps of: providing a sheet combination by arranging a plurality of steel sheets to overlap each other, at least one of the steel sheets being a surface-treated steel sheet including a metal coating layer; and welding the sheet combination by using the resistance spot welding method according to claim 1.

7. A resistance spot welding method for joining together a plurality of overlapping steel sheets of a sheet combination, the method comprising squeezing the sheet combination between a pair of electrodes and passing a current through the sheet combination while applying an electrode force thereto, wherein at least one of the plurality of steel sheets is a surface-treated steel sheet including a metal coating layer, and the method satisfies the following relationships,
2.Math.D.Math.(t.Math.T.Math.R/(40.Math.F.Math.d)).sup.1/2H when 0D<2
(6.Math.D8).Math.(t.Math.T.Math.R/(40.Math.F.Math.d)).sup.1/2H when 2D<5
(D+17).Math.(t.Math.T.Math.R/(40.Math.F.Math.d)).sup.1/2H when 5D<10 where H (ms) is an electrode force retaining time after completion of current passage, D (mm) is an amount of axis misalignment between the electrodes, wherein D is greater than or equal to 0.5, t (mm) is a total sum of sheet thicknesses of the plurality of overlapping steel sheets, T (MPa) is a tensile strength of a steel sheet having a highest tensile strength among the plurality of steel sheets, F (N) is an electrode force, d (mm) is a tip diameter of one electrode of the pair of electrodes, wherein if the pair of electrodes have different tip diameters, d (mm) is the tip diameter of the one of the pair of electrodes having a smaller tip diameter, and R (mm) is an electrode tip radius of curvature of one electrode of the pair of electrodes, wherein if the pair of electrodes have different electrode tip radii of curvature, R (mm) is the electrode tip radius of curvature of the one of the pair of electrodes having a smaller electrode tip radius of curvature, R satisfying 40R200.

8. The resistance spot welding method according to claim 7, wherein the metal coating layer having a melting point lower than a melting point of a base material of the surface-treated steel sheet.

9. The resistance spot welding method according to claim 7, wherein the metal coating layer is a Zn-based coating layer or an Al-based coating layer.

10. The resistance spot welding method according to claim 7, wherein at least one of the plurality of steel sheets has a tensile strength greater than or equal to 590 MPa.

11. The resistance spot welding method according to claim 7, wherein, when there are one or more existing welds around a welding point, a distance L between a center of the welding point and a center of one existing weld of the one or more existing welds is set to greater than or equal to 6.0 mm to perform welding, the one existing weld being closest to the welding point, among the one or more existing welds.

12. A method for producing a welded member, the method comprising the steps of: providing a sheet combination by arranging a plurality of steel sheets to overlap each other, at least one of the steel sheets being a surface-treated steel sheet including a metal coating layer; and welding the sheet combination by using the resistance spot welding method according to claim 7.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) FIG. 1 is a diagram illustrating a resistance spot welding method.

(2) FIG. 2 is a diagram illustrating an axis misalignment between electrodes in the resistance spot welding method.

(3) FIG. 3 is a conceptual diagram illustrating formulas satisfied by the resistance spot welding method of the present invention.

(4) FIG. 4 is a diagram illustrating a distance between a center of a welding point and a center of an existing weld.

(5) FIG. 5 is a diagram illustrating a test method in examples in the case where a sheet combination of two overlapping sheets is used.

(6) FIG. 6 is a diagram illustrating a test method in examples in the case where a sheet combination of three overlapping sheets is used.

DETAILED DESCRIPTION OF EMBODIMENTS OF THE INVENTION

(7) Embodiments of the present invention will be described in detail below.

(8) One aspect of the present invention is a resistance spot welding method for joining together a plurality of overlapping steel sheets of a sheet combination. The sheet combination is squeezed between a pair of electrodes and a current is passed through the sheet combination while an electrode force is applied thereto. The method includes a step of retaining the electrode force after completion of the current passage. Aspects of the present invention are applied to a resistance spot welding method for a sheet combination of a plurality of steel sheets at least one of which is a surface-treated steel sheet including a metal coating layer. It is preferable that the metal coating layer has a melting point lower than the melting point of the base material of the surface-treated steel sheet.

(9) A welder usable in the resistance spot welding method of aspects of the present invention may be a welder including a pair of upper and lower electrodes and in which the electrode force and the welding current can be individually controlled as desired during welding. With regard to the welder, there are no particular limitations on, for example, the force application mechanism (e.g., air cylinder or servo motor), the type (e.g., stationary or robot gun), and the shape of the electrodes. Examples of the type of the electrode tip include the dome radius type (DR type), the radius type (R type), and the dome type (D type), all specified in JIS C 9304: 1999.

(10) Aspects of the present invention satisfy the following relationships,
2.Math.D.Math.(t.Math.T/(F.Math.d)).sup.1/2H when 0D<2
(6.Math.D8).Math.(t.Math.T/(F.Math.d)).sup.1/2H when 2D<5
(D+17).Math.(t.Math.T/(F.Math.d)).sup.1/2H when 5D<10

(11) where H (ms) is an electrode force retaining time (hereinafter also referred to as holding time) after completion of current passage, D (mm) is an amount of axis misalignment between the electrodes, t (mm) is a total sum of the sheet thicknesses of a plurality of overlapping steel sheets, T (MPa) is a tensile strength of a steel sheet having a highest tensile strength among the plurality of steel sheets, F (N) is an electrode force, and d (mm) is a tip diameter of one electrode of the pair of electrodes, the one electrode having a smaller tip diameter than another electrode of the pair of electrodes. Furthermore, in the above formulas, when the axis misalignment amount D is, specifically, greater than or equal to 0.5 (mm), aspects of the present invention satisfy the following relationships,
2.Math.D.Math.(t.Math.T/(F.Math.d)).sup.1/2H when 0.5D<2
(6.Math.D8).Math.(t.Math.T/(F.Math.d)).sup.1/2H when 2D<5
(D+17).Math.(t.Math.T/(F.Math.d)).sup.1/2H when 5D<10.

(12) The holding time H is an electrode force retaining time after completion of current passage and is a period of time that lasts from the completion of current passage to the time at which the electrodes are released from the steel sheets. The time at which the electrodes are released from the steel sheets refers to the time at which the electrodes are separated from the steel sheets. The electrode force F is an electrode force at the completion of current passage. In the case where a plurality of current passages are performed, the electrode force F is an electrode force at the completion of the final current passage. The electrode force during current passage may or may not be constant. The electrode axis misalignment amount D is constant during the current passage and the process of retaining the electrode force, i.e., the electrode force at the completion of the current passage. In the present specification, the electrode force F in the step of retaining the electrode force after completion of current passage is a measured value.

(13) Because of this configuration, even when there is an axis misalignment, e.g., when the axis misalignment amount is greater than or equal to 0.5 mm, at which cracking is more likely to occur during or after spot welding, the temperature of the weld at the occurrence of tensile stress is lowered. This prevents liquid metal embrittlement due to the metal coating layer (zinc, for example) of the surface-treated steel sheet. Specifically, the coating metal becomes molten temporarily when it is heated by the current passage for welding, but a holding time longer than or equal to a certain length is provided in accordance with the axis misalignment amount, thereby lowering the temperature of the weld. As a result, by the time tensile stress is generated thereafter when the electrodes are released, the coating metal will have solidified and thus the coating metal will not penetrate the grain boundaries. Consequently, the occurrence of cracking is reduced. Spot welding is performed with the electrodes being constantly water cooled. Thus, when the holding time is extended, the cooling rate increases, and therefore the temperature of the weld at the time the tensile stress is generated can be lowered. When the solidification of the metal coating layer only is taken into account, a longer holding time may be preferred. However, in accordance with aspects of the present invention, the holding time need not be longer than necessary and, for example, the holding time may be set to a time period close to the lower limit that satisfies the formulas. This results in a resistance spot welding method that inhibits the occurrence of cracking and achieves good productivity. For example, the holding time H may be less than or equal to 30 ms.

(14) As described above, when there is an axis misalignment, bending stress is applied to the weld, and as a result, significant compressive plastic deformation is caused locally, and this leads to extremely high tensile stress after release of the electrodes. Thus, it is important to appropriately adjust the holding time in accordance with the axis misalignment amount.

(15) Specifically, when the axis misalignment amount is in the range from greater than or equal to 0 mm to less than 2 mm, the bending stress applied to the weld due to the axis misalignment is relatively small. As a result, the tensile stress that is generated in the weld after release of the electrodes is not significantly high. Thus, the amount of increase of the holding time with respect to the axis misalignment amount may be small.

(16) When the axis misalignment amount is in the range from greater than or equal to 2 mm to less than 5 mm, the amount of increase in the tensile stress that is generated in the weld after release of the electrodes becomes noticeable as the axis misalignment amount increases. Thus, it is necessary to correspondingly increase the holding time in accordance with the amount of increase in the tensile stress.

(17) Here, an axis misalignment amount of 2 mm means an axis misalignment amount of substantially 2.0 mm, and an axis misalignment amount of 5 mm means an axis misalignment amount of substantially 5.0 mm.

(18) When the axis misalignment amount is in the range from greater than or equal to 5 mm to less than 10 mm, the tensile stress that is generated in the weld is very high. However, the electrodes are not released before the temporarily molten metal coating completely solidifies, and this prevents the occurrence of cracking. When there is no remaining molten metal coating, no cracking will occur. When the axis misalignment amount is in the range from greater than or equal to 5 mm to less than 10 mm, a holding time sufficient for the molten metal coating to solidify is provided, and therefore the amount of increase of the holding time with respect to the axis misalignment amount may be small. However, when the axis misalignment amount is large, the distance between the nugget and the electrode tip is large, and therefore the cooling rate of the weld tends to decrease. For this reason, it is desirable to increase the holding time by an amount greater than or equal to a certain amount in accordance with the axis misalignment amount.

(19) In the case that the axis misalignment amount is greater than or equal to 10 mm, formation of a suitable nugget between the upper and lower electrodes is difficult. Thus, such a case is not considered here.

(20) The foregoing description describes the relationship between the axis misalignment and the holding time for cracking that occurs during or after welding. In the following, other influential factors associated with cracking that occurs during or after welding will also be described.

(21) When the total sum t of the sheet thicknesses of steel sheets to be welded is large, sufficient heat removal to the electrode cannot be accomplished. This results in a decreased cooling rate of the weld and high restraint of the weld. As a result, the probability of cracking increases.

(22) Similarly, when a steel sheet to be welded has a high tensile strength T, high restraint of the weld occurs and a high tensile stress is generated in the weld after release of the electrodes. As a result, the probability of cracking increases.

(23) When the electrode force F of the electrode is large, discharge of the molten metal coating to areas around the weld is facilitated. As a result, in the proximity of the weld, the amount of contact of the metal coating with the base material will decrease, which will inhibit the occurrence of cracking.

(24) When the electrode tip diameter d is large, the area of contact between the electrode and the steel sheet is large. Thus, the stress at the time of force application will be distributed, and as a result, local bending stress will be reduced. In addition, heat removal to the electrodes is facilitated, and as a result, the occurrence of cracking is inhibited. However, if the electrode tip diameter d is excessively large, the contact between the steel sheets will be unstable. Thus, it is desirable that the electrode tip diameter d be in the range of approximately 4 mmdapproximately 10 mm.

(25) For these reasons, the above formulas have been found. The coefficients in the formulas are optimal coefficients determined by experiment in accordance with the axis misalignment amount.

(26) Furthermore, to reduce cracking in the case, for example, where the sheet combination has a high probability of cracking or where welding is performed in a state in which the restraint of the weld is high, it is preferable that the following relationships be satisfied,
3.Math.D.Math.(t.Math.T/(F.Math.d)).sup.1/2H when 0D<2
(10.Math.D14).Math.(t.Math.T/(F.Math.d)).sup.1/2H when 2D<5
(D+31).Math.(t.Math.T/(F.Math.d)).sup.1/2H when 5D<10.
More desirably, it is preferable that the following relationships be satisfied,
4.Math.D.Math.(t.Math.T/(F.Math.d)).sup.1/2H when 0D<2
(15.Math.D22).Math.(t.Math.T/(F.Math.d)).sup.1/2H when 2D<5
(D+48).Math.(t.Math.T/(F.Math.d)).sup.1/2H when 5D<10.

(27) FIG. 3 is a conceptual diagram illustrating the formulas that are satisfied by the above-described resistance spot welding method of aspects of the present invention ((a) in FIG. 3), the formulas that are preferably satisfied ((b) in FIG. 3), and the formulas that are more preferably satisfied ((c) in FIG. 3). FIG. 3 is a diagram illustrating a case in which, in the formulas, the electrode tip diameter is 6 mm, the total sum t of sheet thicknesses is 3.2 mm, the tensile strength T is 1500 MPa, and the electrode force F is 2500 N.

(28) Furthermore, by optimizing a radius of curvature R of the tip of the electrodes to be used, the effects of aspects of the present invention are more effectively produced. If the R is less than 40 mm, the bending stress that is generated by axis misalignment is large, and as a result, the probability of cracking increases.

(29) On the other hand, if R is excessively large, the area of contact between each of the electrodes and the corresponding steel sheet is large. Thus, pressure applied between the steel sheets is low and the contact between the steel sheets is unstable, and as a result, the probability of splashing increases. When splashing occurs, the molten metal splashes to surrounding regions so that the volume of the weld decreases. Thus, the electrode becomes significantly pressed into the steel sheet to cause a large tension force to be applied to the surface of the steel sheet. As a result, the probability of cracking increases.

(30) In view of the above, cracking is effectively inhibited by specifying the electrode tip radius of curvature R (mm) to be in the range, 40R<200, and satisfying the following relationships,
2.Math.D.Math.(t.Math.T.Math.R/(40.Math.F.Math.d)).sup.1/2H when 0D<2
(6.Math.D8).Math.(t.Math.T.Math.R/(40.Math.F.Math.d)).sup.1/2H when 2D<5
(D+17).Math.(t.Math.T.Math.R/(40.Math.F.Math.d)).sup.1/2H when 5D<10.
Furthermore, in the above formulas, when the axis misalignment amount D is, specifically, greater than or equal to 0.5 (mm), the following are satisfied,
2.Math.D.Math.(t.Math.T.Math.R/(40.Math.F.Math.d)).sup.1/2H when 0.5D<2
(6.Math.D8).Math.(t.Math.T.Math.R/(40.Math.F.Math.d)).sup.1/2H when 2D<5
(D+17).Math.(t.Math.T.Math.R/(40.Math.F.Math.d)).sup.1/2H when 5D<10.

(31) Furthermore, to reduce cracking in the case, for example, where the sheet combination has a high probability of cracking or where welding is performed in a state in which the restraint of the weld is high, it is preferable that the following relationships be satisfied,
3.Math.D.Math.(t.Math.T.Math.R/(40.Math.F.Math.d)).sup.1/2H when 0D<2
(10.Math.D14).Math.(t.Math.T.Math.R/(40.Math.F.Math.d)).sup.1/2H when 2D<5
(D+31).Math.(t.Math.T.Math.R/(40.Math.F.Math.d)).sup.1/2H when 5D<10.
More desirably, it is preferable that the following relationships be satisfied,
4.Math.D.Math.(t.Math.T.Math.R/(40.Math.F.Math.d)).sup.1/2H when 0D<2
(15.Math.D22).Math.(t.Math.T.Math.R/(40.Math.F.Math.d)).sup.1/2H when 2D<5
(D+48).Math.(t.Math.T.Math.R/(40.Math.F.Math.d)).sup.1/2H when 5D<10.

(32) Thus, the holding time is set to be greater than or equal to a certain length in accordance with the axis misalignment amount D, and as a result, cracking is inhibited. However, an excessive increase in the cooling rate can decrease the toughness of the nugget, and therefore it is desirable that the upper limit of the holding time H be 2000 ms.

(33) The tensile strength T of the steel sheet is not particularly limited and, for example, may range from 250 MPa to 2000 MPa. However, as described above, the probability of cracking increases when the tensile strength of the sheet combination is high. Thus, when aspects of the present invention are applied to a sheet combination of steel sheets at least one of which has a tensile strength greater than or equal to 590 MPa, a better effect is produced. In particular, when at least one of the steel sheets of the sheet combination has a tensile strength greater than or equal to 780 MPa, a more enhanced effect is produced.

(34) When there is an existing weld near a welding point to which welding is applied, deformation of the steel sheets is restricted by the existing weld and thus the welding is performed under very high restraint. This results in generation of a high tensile stress in the weld, which increases the probability of cracking. Thus, as illustrated in FIG. 4, when there are one or more existing welds around a welding point, a center-to-center distance L may be set to greater than or equal to 6.0 mm, so that the effect of inhibiting the occurrence of cracking in the weld can be further enhanced. The center-to-center distance L is defined as a distance between a center of the welding point and a center of one existing weld, of the one or more existing weld, that is closest to the welding point. The center of the welding point refers to the center of the nugget at the faying surfaces of the welded steel sheets. The shape of the nugget at the faying surfaces of the welded steel sheets is circular or ellipsoid with the center of the ellipsoid being the intersection point of the major and minor axes. When the shape is other than circular or ellipsoid, the center-to-center distance L is determined by designating the center of gravity of the shape at the faying surfaces as the center.

(35) In the case where, for example, a sheet combination has a high probability of cracking or the axis misalignment amount D is large, it is preferable that the center-to-center distance L be greater than or equal to 8.0 mm. Further desirably, it is more preferable that the center-to-center distance L be greater than or equal to 10.0 mm.

(36) The steel grades of steel sheets of a sheet combination for use in accordance with aspects of the present invention are not particularly limited. The steel sheets may be produced by any method, for example, by cold rolling or hot rolling, and also, the steel sheets may be of any structure. The steel sheets of a sheet combination for use in accordance with aspects of the present invention may be hot press-formed steel sheets, of course. Furthermore, the sheet thicknesses of the steel sheets may be any thicknesses provided that they are within a range (approximately 0.5 to 4.0 mm) that can be used for typical automobile bodies.

(37) Also, the metal coating layer of the surface-treated steel sheet including the metal coating layer may have any composition. As described above, one cause of cracking in the weld is melting of the metal coating layer, which has a low melting point. Thus, the effect of inhibiting cracking in the weld is enhanced in the case where the coating layer has a melting point lower than that of the base material. The melting point of the base material (base steel sheet) ranges from 1400 to 1570 C., for example, and the melting point of the metal coating layer ranges from 300 to 1200 C., for example. The melting points of typical coating layers are lower than those of steel sheets. Examples of the metal coating layers include Zn-based coating layers and Al-based coating layers. For parts that require good corrosion resistance, Zn-based coatings are better than Al-based coatings. This is because the sacrificial corrosion protection by Zn, zinc, reduces the corrosion rate of the base steel sheet. Examples of the Zn-based coatings include typical coatings such as galvanized (GI), galvannealed (GA), electrogalvanized (EG), ZnNi-based (e.g., a ZnNi-based coating containing 10 to 25 mass % Ni), ZnAl-based, ZnMg-based, and ZnAlMg-based. Examples of the Al-based coatings include AlSi-based coatings (e.g., an AlSi-based coating containing 10 to 20 mass % Si). The metal coating layer may be provided on one side of the surface-treated steel sheet or may be provided on both sides thereof. The coating weight of the coating is also not limited, but when the weldability is to be taken into account, it is desirable that the coating weight be less than or equal to 120 g/m.sup.2 per side.

(38) The sheet combination in accordance with aspects of the present invention is not particularly limited, and may be a combination of a plurality of overlapping steel sheets of the same grade or a combination of a plurality of overlapping steel sheets of different grades. The steel sheets may have different sheet thicknesses, of course. The combination may be a combination of a steel sheet including a metal coating layer having a melting point lower than that of the steel sheet and a steel sheet not including a metal coating layer.

(39) Furthermore, the current, welding time, and electrode force during current passage may be constant or may not be constant. The current and/or the electrode force may be varied in two or more steps. Between adjacent steps, a cooling time may be provided. Furthermore, it is of course possible to employ a controlling method that monitors parameters such as the resistance and voltage during welding and changes the current and/or the welding time in accordance with the variations.

(40) The following describes preferred ranges of the current, the welding time, and the electrode force during current passage in the case where welding is performed by one-step current passage. The current during current passage is preferably less than 10 kA, for example. The welding time preferably ranges from 200 ms to 700 ms, for example. The electrode force during current passage preferably ranges from 2000 N to 7000 N, for example.

(41) In the case of multi-step current passage, in which previous and subsequent currents are applied for a short time before and after the main current, the upper limit of the preferred current can be extended to 15 kA. Also, the upper limit of the preferred welding time can be extended to 1000 ms. The welding time in the case of multi-step current passage is the total sum of the welding times of all the steps.

(42) When performing welding, the welding may be performed, for example, in a state in which a gap is present between the steel sheets and/or in a state in which the electrodes are tilted with respect to the steel sheets.

(43) The use of the above-described resistance spot welding method according to aspects of the present invention enables production of a welded member formed of a plurality of welded steel sheets at least one of which is a surface-treated steel sheet including a metal coating layer. Specifically, the welded member production method of aspects of the present invention is a welded member production method including a step of providing a sheet combination by arranging a plurality of steel sheets to overlap each other, at least one of the steel sheets being a surface-treated steel sheet including a metal coating layer, and a step of welding the sheet combination by the resistance spot welding method described above. When welding is performed by using the resistance spot welding method described above, the occurrence of cracking in the weld is inhibited, and as a result, a welded member having a weld with reduced cracking is produced.

EXAMPLES

(44) The following describes examples according to the present invention. Resistance spot welding was performed on sheet combinations, each of which included two or three overlapping sheets, to produce joints (welded members). The sheet combinations are shown in Table 1, and the conditions used are shown in Table 2 (Table 2-1 to Table 2-3). In the specimens of this example, the melting point of the base material ranges from 1400 to 1570 C., the melting point of the galvanized coating (GI) ranges from 400 to 500 C., and the melting point of the galvannealed coating (GA) ranges from 600 to 950 C. The tensile strengths shown in Table 1 are tensile strengths determined in the following manner. From each of the steel sheets, a JIS No. 5 tensile test specimen was taken in a direction parallel to the rolling direction, and a tensile test was conducted according to JIS Z 2241: 2011. In Table 2, the electrode forces F in the step of retaining the electrode force after completion of current passage are measured values. FIG. 5 illustrates a test method in the case where the sheet combination was made up of two overlapping steel sheets 1 and 2. FIG. 6 illustrates a test method in the case where the sheet combination was made up of three overlapping steel sheets 1, 2, and 6. In Table 2, No in the column existing weld indicates that there was no existing weld around the welding point to be evaluated. When there was an existing weld, the distance L between the center of the welding point and the center of the existing weld is shown in the column existing weld in Table 2. The welding conditions for the weld to be evaluated were the same as those for the existing weld.

(45) The welder used was an inverter DC resistance spot welder, and the electrodes used were chromium copper electrodes of DR-type. The tip diameters and the tip radii of curvature of the electrodes used are also shown in Table 2. The two electrodes used were identical. The current passage was performed once and the current (welding current) during the current passage was constant. The axis misalignment amount was constant during the current passage and the process of retaining the electrode force, i.e., the electrode force at the completion of the current passage. The electrode force was the electrode force at the completion of the current passage, and was constant during the current passage and the process of retaining the electrode force at the completion of the current passage. Furthermore, the resistance spot welding was performed at room temperature, and was performed with the electrodes being water cooled constantly.

(46) In each of the obtained joints, the weld was cut in the sheet thickness direction of the steel sheets, and the cross section was mirror polished to be examined for the presence or absence of cracks by using a scanning electron microscope (at a magnification of 2000 times). Ten joints were produced and examined under the same conditions, and the results were determined based on the following criteria. A to C were evaluations of (pass) and F was an evaluation of (fail).

(47) A: All the ten joints were free of cracks.

(48) B: Among the ten joints, one joint had a crack less than 10 m in length, and all the ten joints were free of cracks greater than or equal to 10 m in length.

(49) C: Among the ten joints, two joints had a crack less than 10 m in length, and all the ten joints were free of cracks greater than or equal to 10 m in length.

(50) F: Among the ten joints, three or more joints had a crack less than 10 m in length, or among the ten joints, one or more joints had a crack greater than or equal to 10 m in length.

(51) The joints produced by setting a holding time that satisfies the present invention (examples) all had one of the evaluations A to C ( (pass)) regardless of the presence or absence of splashing.

(52) TABLE-US-00001 TABLE 1 Steel sheet 1 Steel sheet 2 Steel sheet 6 Sheet Sheet Tensile Sheet Tensile Sheet combination thickness strength thickness strength thickness Tensile strength No. (mm) (MPa) Coating type (mm) (MPa) Coating type (mm) (MPa) Coating type A 1.6 980 Galvannealed (GA) 1.6 980 Galvannealed (GA) B 1.6 980 Galvanized (GI) 1.6 980 Galvanized (GI) C 1.6 980 Galvannealed (GA) 1.4 270 No coating D 1.4 980 Galvannealed (GA) 1.6 980 Galvannealed (GA) 1.4 980 No coating E 1.0 980 Galvanized (GI) 1.0 980 Galvanized (GI) F 1.0 980 No coating 1.0 980 Galvannealed (GA) 1.0 590 No coating G 1.8 1180 Galvannealed (GA) 1.8 1180 Galvannealed (GA) H 1.8 1470 No coating 1.8 980 Galvannealed (GA) I 2.0 980 Galvannealed (GA) 2.0 980 Galvannealed (GA) J 1.6 980 Galvanized (GI) 1.0 270 Galvannealed (GA) K 2.0 980 Galvannealed (GA) 1.0 270 Galvannealed (GA) L 1.8 1180 Galvannealed (GA) 1.0 270 No coating M 1.8 1180 Galvanized (GI) 1.0 270 No coating N 1.6 1470 Galvanized (GI) 1.2 270 Galvannealed (GA) O 1.6 980 Galvannealed (GA) 1.6 1470 Galvannealed (GA) 1.0 270 Galvannealed (GA) P 1.6 1180 Galvannealed (GA) 2.0 1180 Galvannealed (GA) 1.2 270 Galvannealed (GA) Q 1.6 1180 Galvanized (GI) 1.8 1180 No coating 1.2 270 Galvannealed (GA) R 1.2 1180 Galvanized (GI) 1.4 270 Galvanized (GI) S 2.0 980 Galvanized (GI) 2.2 1180 Galvanized (GI) 2.0 1180 Galvanized (GI) T 2.2 1180 Galvanized (GI) 1.0 270 Galvanized (GI)

(53) TABLE-US-00002 TABLE 2 Sheet Axis Electrode tip Welding Result of Condition combination misalignment Electrode tip radius of Electrode current Welding applied Holding Cracking Existing No. No. amount (mm) Applied formula diameter (mm) curvature (mm) force (N) (kA) time (ms) formula time (ms) evaluation weld 1 A 0 2 .Math. D .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 3500 6.0 320 0.00 10 (A) No Example 2 A 1 2 .Math. D .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 3500 6.0 320 0.77 10 (A) No Example 3 A 2 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 3500 6.0 320 1.55 20 (A) No Example 4 A 2 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 8 100 4500 7.0 320 1.18 20 (A) No Example 5 A 2 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 4 100 4500 6.0 320 1.67 100 (A) No Example 6 A 5 (D + 17) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 3500 6.0 320 8.50 100 (A) No Example 7 A 9 (D + 17) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 4500 6.5 320 8.86 200 (A) No Example 8 B 1 2 .Math. D .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 4000 7.0 300 0.72 20 (A) No Example 9 B 4 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 4000 7.0 300 5.78 100 (A) No Example 10 B 3 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 200 4000 7.5 300 3.61 40 (A) No Example 11 C 1 2 .Math. D .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 3000 6.0 240 0.81 10 (A) No Example 12 C 3 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 3000 6.0 240 4.04 20 (A) No Example 13 D 1 2 .Math. D .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 5000 6.0 420 0.76 80 (A) No Example 14 D 4 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 5000 6.0 420 6.07 100 (A) No Example 15 E 3 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 200 3000 6.5 220 3.30 40 (A) No Example 16 E 8 (D + 17) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 3000 6.0 220 8.25 140 (A) No Example 17 F 1 2 .Math. D .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 5000 6.0 300 0.63 40 (A) No Example 18 F 4 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 4500 5.5 300 5.28 100 (A) No Example 19 G 2 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 5500 6.5 320 1.44 20 (A) No Example 20 G 4 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 8 40 5500 7.0 320 4.97 100 (A) No Example 21 H 1.5 2 .Math. D .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 6000 6.0 360 1.15 40 (A) No Example 22 H 3 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 6000 6.0 360 3.83 120 (A) No Example 23 I 1 2 .Math. D .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 5000 6.5 400 0.72 20 (A) No Example 24 I 3 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 5000 6.5 400 3.61 100 (A) No Example 25 J 1 2 .Math. D .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 4000 7.5 280 0.65 40 (A) No Example 26 J 3 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 4000 7.5 280 3.26 60 (A) No Example 27 K 1 2 .Math. D .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 4500 8.0 340 0.66 40 (A) No Example 28 K 3 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 4500 8.0 340 3.30 100 (A) No Example 29 L 1 2 .Math. D .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 4500 7.5 320 0.70 40 (A) No Example 30 L 3 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 4500 7.5 320 3.50 80 (A) No Example 31 M 1 2 .Math. D .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 4500 8.0 320 0.70 40 (A) No Example 32 M 3 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 4500 8.0 320 3.50 100 (A) No Example 33 N 1 2 .Math. D .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 5000 7.5 340 0.74 60 (A) No Example 34 N 3 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 5000 7.5 340 3.70 120 (A) No Example 35 O 0.5 2 .Math. D .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 5000 7.0 400 0.45 20 (A) No Example 36 O 2 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 5000 7.0 400 1.81 100 (A) No Example 37 P 0.5 2 .Math. D .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 5500 6.5 420 0.41 10 (A) No Example 38 P 2 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 8 40 5500 6.5 420 1.44 60 (A) No Example 39 Q 1 2 .Math. D .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 5000 6.5 400 0.85 40 (A) No Example 40 Q 2 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 5000 6.5 400 1.70 100 (A) No Example 41 R 2 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 8 40 5000 8.0 300 1.11 60 (A) No Example 42 R 6 (D + 17) .Math. (t .Math. T/(F .Math. d)).sup.1/2 8 40 5000 8.0 300 6.37 160 (A) No Example 43 A 4 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 3000 5.0 320 6.68 5 X(F) No Comparative example 44 B 8 (D + 17) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 3500 7.0 300 9.66 5 X(F) No Comparative example 45 D 4.5 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 4 40 3000 6.0 420 11.39 10 X(F) No Comparative example 46 H 4 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 4000 7.0 360 7.51 5 X(F) No Comparative example 47 K 8 (D + 17) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 4500 9.0 340 8.25 5 X(F) No Comparative example 48 O 3.5 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 4000 7.5 400 6.59 5 X(F) No Comparative example 49 A 0.5 2 .Math. D .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 3500 6.0 320 0.39 10 (A) No Example 50 I 0.5 2 .Math. D .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 5000 6.5 400 0.36 10 (A) No Example 51 S 3 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 5000 6.5 420 4.94 10 (B) No Example 52 T 3.5 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 5000 7.5 400 5.16 10 (B) No Example 53 S 4 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 4500 6.0 400 8.33 10 (C) No Example 54 T 4.5 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 3000 6.0 400 8.70 10 (C) No Example 55 A 2 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 4000 6.0 320 1.45 100 (A) Yes Example L = 15 mm 56 E 2 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 3000 6.5 220 1.32 100 (A) Yes Example L = 8 mm 57 T 3.5 (6 .Math. D 8) .Math. (t .Math. T/(F .Math. d)).sup.1/2 6 40 3500 6.0 400 5.51 10 (B) Yes Example L = 5.5 mm

REFERENCE SIGNS LIST

(54) 1, 2, 6 Steel sheet 3, 4 Electrode 5 Weld (nugget)