Method for evaluating delayed fracture characteristics of weld zone of metal material

Abstract

The purpose of the present invention is to provide a method for evaluating delayed fracture characteristics of a weld zone of a metal material, the method being capable of accurately and quantitatively evaluating delayed fracture characteristics of the weld zone of the metal material.　The method for evaluating delayed fracture characteristics of a weld zone of a metal material comprises: a hydrogen introduction step for introducing hydrogen into a test material composed of two or more metal material pieces having a weld zone; a tensile load application step for applying a tensile load to the hydrogen-introduced test material and acquiring a displacement-load curve; and a first evaluation step for evaluating an initial cracking load on the basis of the displacement-load curve.

Description

Evaluation method for delayed fracture properties of welded joints of metallic materials

[0001] The present invention relates to a method for evaluating delayed fracture properties of welded portions of metallic materials.

[0002] In recent years, from the viewpoint of preventing global warming, there has been a demand for improving energy efficiency, for example, improving gasoline fuel efficiency in automobiles, by reducing the weight of mobile objects such as automobiles, ships, and railway vehicles. Steel, one of the materials used to construct mobile objects, requires high strength to ensure the same level of safety as before, even when the plate thickness is reduced to reduce weight. Meanwhile, automotive steel is plastically formed into a desired shape by press forming and then assembled to the vehicle body by welding, for example, spot welding. Therefore, automotive steel is required to have not only press formability but also the ability to be properly welded in various sheet combinations.

[0003] However, increasing the strength of steel materials increases the susceptibility to a phenomenon known as delayed fracture. Delayed fracture is a phenomenon in which a steel material is subjected to a static load for a certain period of time, and suddenly undergoes brittle fracture without any apparent plastic deformation. Here, it refers to hydrogen embrittlement-type fracture caused by hydrogen entering the steel material. Known factors that influence delayed fracture include the hydrogen embrittlement susceptibility of the steel material, the applied load (e.g., residual stress), and the amount of hydrogen in the steel material. For example, as the strength of steel material increases, the hydrogen embrittlement susceptibility increases significantly, leading to fracture (cracks) of the steel material.

[0004] In particular, hydrogen embrittlement susceptibility increases significantly in steel materials with a tensile strength of 1180 MPa or more (Non-Patent Document 1). Therefore, even if the strength required of steel materials increases, the steel materials are required to be free from delayed fracture, i.e., to have excellent delayed fracture resistance. In particular, welds of steel materials have higher strength than the base steel material, and therefore are prone to increase in hydrogen embrittlement susceptibility. Therefore, a method for accurately and quantitatively evaluating the delayed fracture properties of welds of steel materials is required. In particular, it is considered important to accurately quantify the effects of the hydrogen content in steel materials and the applied load on delayed fracture properties.

[0005] Conventionally, as disclosed in Non-Patent Document 2, resistance spot-welded test specimens with gaps were prepared with varying nugget diameters, and hydrogen was introduced into the test specimens by immersing them in hydrochloric acid to evaluate delayed fracture properties (referred to as the gap test method). The resistance spot-welded test specimens with gaps used in this method were prepared by sandwiching a spacer steel plate between the ends of two steel sheets to create a gap, and then resistance spot welding the central gap. The reaction force that returns the gap acts on the nugget portion of the steel sheets. Therefore, by reducing the nugget diameter, the nugget area subjected to the reaction force can be reduced, thereby increasing the stress (residual stress) applied to the weld. Therefore, the relationship between the type of steel sheet and delayed fracture properties can be evaluated by preparing test specimens with varying nugget diameters, introducing hydrogen, and determining the minimum nugget diameter at which delayed fracture (cracks) does not occur in the test specimens.

[0006] Furthermore, Non-Patent Document 3 describes a method in which test pieces are prepared by spot welding high-tensile steel plates together, and a tensile shear test is carried out in a state in which diffusible hydrogen is introduced, thereby quantitatively evaluating the amount of diffusible hydrogen and the tensile shear strength, which are factors that affect delayed fracture properties.

[0007] Shinsaku Matsuyama: Delayed Fracture, Nikkan Kogyo Shimbun, Tokyo, (1989) Proceedings of the Japan Welding Society, 37, 3, 125-132 (2019) Journal of the Japan Institute of Metals, 85, 2, 75-83 (2021)

[0008] The gap test method described in Non-Patent Document 2 has the following problems. The spot weld of a test specimen consists of a nugget and a heat-affected zone, which have a structure different from that of the base material. Changing the nugget diameter also changes the residual stress and structure introduced by thermal effects during welding. Therefore, the gap test method evaluates delayed fracture properties using test specimens with different hydrogen embrittlement susceptibility and applied load (residual stress), which are factors that affect delayed fracture. In other words, while the gap test method can evaluate the tendency of the delayed fracture properties of welds between different materials to some extent, the evaluation also includes the influence of applied load. Therefore, there is a problem in that it cannot quantitatively evaluate the delayed fracture properties of welds caused by hydrogen.

[0009] Furthermore, the method for evaluating delayed fracture properties described in Non-Patent Document 3 had the following problem. When test pieces were prepared by spot welding L-shaped steel plates together and the tensile shear strength was evaluated, it was found that the tensile shear strength was sometimes greater when a large amount of hydrogen was introduced into the test piece than when a small amount of hydrogen was introduced. In other words, it was found that the tensile shear strength obtained by the method described in Non-Patent Document 3 may not be able to accurately evaluate the delayed fracture properties of spot welds.

[0010] The present invention has been made in consideration of the above points, and an object of the present invention is to provide a method for evaluating the delayed fracture properties of welded joints of metallic materials, which is capable of quantitatively evaluating the delayed fracture properties of welded joints of metallic materials caused by hydrogen.

[0011] As a result of extensive investigation, the present inventors have found that the above object can be achieved by adopting the following configuration, and have thus completed the present invention. [1] A method for evaluating the delayed fracture properties of a welded portion of a metallic material, comprising: a hydrogen introducing step of introducing hydrogen into a test piece composed of two or more metallic materials having a welded portion; a tensile load applying step of applying a tensile load to the hydrogen-introduced test piece to obtain a displacement-load curve; and a first evaluation step of evaluating an initial crack initiation load based on the displacement-load curve. [2] The method for evaluating the delayed fracture properties of a welded portion of a metallic material according to [1], wherein the welded portion is a spot welded portion and the nugget diameter of the spot welded portion is 1.7√t or more, where t is the plate thickness of the metallic material. [3] The method for evaluating the delayed fracture properties of a welded portion of a metallic material, comprising: a hydrogen introducing step of introducing hydrogen into a test piece composed of two or more metallic materials having a welded portion; a tensile load applying step of applying a tensile load to the test piece into which hydrogen has been introduced to obtain a displacement-load curve; and a first evaluation step of evaluating an initial crack initiation load based on the displacement-load curve. [2] The method for evaluating the delayed fracture properties of a welded portion of a metallic material according to [1], wherein the welded portion is a spot welded portion and the nugget diameter of the spot welded portion is 1.7√t or more, where t is the plate thickness of the metallic material. －４ [4] The method for evaluating the delayed fracture properties of welds of metallic materials according to any one of [1] to [3], further comprising a hydrogen amount measurement step of measuring the amount of hydrogen in the test material into which hydrogen has been introduced in the hydrogen introduction step. [5] The method for evaluating the delayed fracture properties of welds of metallic materials according to [4], further comprising a second evaluation step of evaluating an early crack initiation critical load at which the early crack initiation load is constant regardless of the hydrogen amount, based on the relationship between the hydrogen amount of the test material obtained in the hydrogen amount measurement step and the early crack initiation load obtained in the first evaluation step.

[0012] According to the present invention, the delayed fracture properties of welded parts of metallic materials can be evaluated quantitatively with high accuracy.

[0013] FIG. 1 is a diagram showing a schematic diagram (a) of a tensile test of an L-shaped joint-shaped test material and the tensile test results (b). FIG. 2 is a diagram showing the tensile test results of an L-shaped joint-shaped test material after hydrogen was introduced. FIG. 3(a) is a cross-sectional schematic diagram of a weld. FIG. 3(b) is a diagram showing the cross-sectional observation results of an L-shaped joint-shaped test material after hydrogen was introduced. FIG. 4 is a diagram showing the relationship between the hydrogen content at fracture and the initial crack initiation load of an L-shaped joint-shaped test material. FIG. 5 is a diagram showing the effect of tension speed on the initial crack initiation load of an L-shaped joint-shaped test material. FIG. 6 is a diagram showing a schematic diagram of hydrogen introduction and tensile testing of an L-shaped joint-shaped test material.

[0014] First, the inventors prepared a test material (L-shaped joint shape) by spot welding two L-shaped steel plates together, and performed a tensile shear test with and without introducing hydrogen into the test material, and compared the behavior of the displacement-load curves obtained in the tensile shear test in detail.

[0015] Figure 1(a) shows a schematic diagram of a tensile test of an L-joint-shaped test piece without hydrogen injection, and (b) shows the displacement-load curve. The tensile test was conducted on an L-joint-shaped test piece 30, consisting of two L-shaped steel plates (metallic material 1) welded together, while applying a load in the tensile direction 3. Figure 1(b) shows that initially, the load increases linearly with increasing displacement, and then decreases slightly at a certain displacement. As will be described later, at displacement 4, where the load decreases slightly, corona bond delamination (corona bond delamination) occurs. Thereafter, the load increases linearly again with increasing displacement, and at a certain displacement, a sudden, large drop in load occurs. This sudden, large drop in load is believed to be caused by corona bond delamination reaching the nugget and initiating a crack in the nugget. Therefore, in the case of the displacement-load curve 5 when hydrogen is not introduced into the test material 30, the load at which the load suddenly drops significantly with an increase in displacement (the load at which the load drop occurs) can be used as the fracture strength of the weld to evaluate the material characteristics.

[0016] On the other hand, Figure 2 shows the results of a tensile test on the L-jointed test piece 30 after hydrogen was introduced, and it can be seen that the displacement-load curve 6 when hydrogen was introduced into the test piece 30 does not show the phenomenon of a sudden large drop in load as shown in Figure 1. Therefore, the inventors considered that the superiority or inferiority of metallic materials cannot be evaluated using the index of fracture strength of the welded joint, and that it is important to evaluate them using a new index.

[0017] Therefore, the inventors interrupted the tensile shear test at various points on the displacement-load curve 6 in Figure 2 and conducted detailed observations of the cross section of the weld 2 of the test material 30. Figure 3(a) shows a schematic cross-sectional view of the weld 2, and Figure 3(b) shows the cross-sectional observation results of the weld 2 at four points (1), (3), (4), and (5) on the displacement-load curve 6. The weld 2 has a nugget 21, which is the weld metal, and a heat-affected zone 23. The major axis of the nugget 21 is called the nugget diameter 22. Figure 3(b) (1) shows the cross-sectional observation result at a displacement slightly higher than the displacement at which the load was slightly reduced (Figure 3(b) (0)). This shows that corona bond delamination 24 occurred in the heat-affected zone 23. From this, it is inferred that the displacement at which the load was slightly reduced (Figure 3(b) (0)) is the displacement at which corona bond delamination 24 occurred. The displacement at which the load is slightly reduced ((0) in FIG. 3(b)) is referred to as the displacement at the first gradient change point on the displacement-load curve 6, which moves from the initial stage (displacement 0) to the displacement at which fracture occurs (fracture displacement). The gradient change point refers to the point at which the slope of the displacement and load changes. (3) in FIG. 3(b) shows the results of cross-sectional observation at a displacement slightly higher than (2) in FIG. 3(b), which is the displacement at the gradient change point on the displacement-load curve 6 between the displacement at which corona bond separation 24 occurs (the displacement at the first gradient change point) and the displacement at which fracture occurs (fracture displacement). As shown in (3) in FIG. 3(b), a crack 25 propagates inside the nugget 21. As the displacement increases, the crack 25 propagates further inside the nugget 21, as shown in (4) in FIG. 3(b), and eventually breaks (fractures) as shown in (5) in FIG. 3(b).

[0018] Here, the displacement of the gradient change point on the displacement-load curve 6 between the displacement at which corona bond delamination 24 occurs (the displacement at the first gradient change point) and the displacement at which fracture occurs (the fracture displacement) is defined as the displacement of the second gradient change point on the displacement-load curve 6, which moves from the initial stage (displacement 0) to the displacement at which fracture occurs (the fracture displacement). Compared to the gradient of the displacement-load curve (1), where only corona bond delamination 24 has occurred, the gradient of the displacement-load curve (3), where a crack 25 has occurred in the nugget 21, is smaller, and this is likely due to the difference in the mechanisms between the two. The inventors therefore concluded that the displacement of the second gradient change point, where this gradient changes, is the displacement at which the above-mentioned mechanism changes, that is, the displacement at which a crack 25 begins to occur in the nugget 21. In other words, based on this behavior, in the test piece into which hydrogen was introduced, it is believed that the corona bond delamination 24 progressed from the displacement at which the corona bond delamination 24 occurred (the displacement at the first gradient change point) to the displacement at the second gradient change point, that the corona bond delamination 24 reached the nugget 21 near the displacement at the second gradient change point, and that a crack 25 occurred inside the nugget 21 near the displacement at the second gradient change point and progressed.

[0019] From the above, it was found that it is essential to evaluate the load at the second gradient change point of the displacement-load curve 6 from the initial displacement to the fracture displacement as the fracture strength of the weld 2 due to hydrogen-induced delayed fracture (defined as the initial crack initiation load), and that the use of the initial crack initiation load makes it possible to quantitatively evaluate the hydrogen-induced delayed fracture characteristics.

[0020] Furthermore, based on the finding that the hydrogen-induced delayed fracture resistance of the weld 2 can be quantitatively evaluated using the above-mentioned initial crack initiation load, the inventors varied the amount of hydrogen introduced into the test material and evaluated the relationship between the initial crack initiation load and the amount of hydrogen at the time of cracking (fracture). The results are shown in Figure 4. Figure 4 reveals that when hydrogen is introduced into the test specimen, the initial crack initiation load decreases and then remains constant regardless of the amount of hydrogen. It was also found that this constant value differs depending on the steel type. Based on this, the inventors believed that by using this constant value (defined as the initial crack initiation critical load 10) as an indicator of the hydrogen-induced delayed fracture resistance of the weld 2, it would be possible to quantitatively determine the relative merits of the hydrogen-induced delayed fracture resistance of a weld between different types of metallic material 1, e.g., between different steel types in the case of steel.

[0021] A method for evaluating the delayed fracture properties of a welded portion of a metallic material according to one embodiment of the present invention will be described below. Note that the present invention is not limited to the following embodiment. Furthermore, the components in the following embodiment include those that are easily replaceable by a person skilled in the art, or those that are substantially identical.

[0022] A method for evaluating the delayed fracture properties of a welded portion of a metallic material according to one embodiment of the present invention comprises a hydrogen introduction step of introducing hydrogen into a test piece 30 composed of two or more metallic materials 1 each having a welded portion 2; a tensile load application step of applying a tensile load at a constant rate to the test piece into which hydrogen has been introduced; and a first evaluation step of evaluating the initial crack initiation load from the displacement-load curve obtained in the tensile load application step.

[0023] (Hydrogen Introduction Step) In the hydrogen introduction step, hydrogen is introduced into a test material composed of two or more metallic materials 1 having a welded portion 2. The metallic material 1 is not particularly limited as long as it is weldable and exhibits hydrogen-induced delayed fracture characteristics. However, as described above, in the case of steel, hydrogen embrittlement susceptibility increases significantly when the tensile strength of the steel is 1180 MPa or more. Therefore, high-strength steel, particularly steel having a tensile strength of 1180 MPa or more, is preferred. The tensile strength is more preferably 1320 MPa or more. The upper limit of the tensile strength is not particularly limited, but a steel having a tensile strength of 2000 MPa or less is preferred. The metallic material 1 may be a plated steel sheet having the high-strength steel as a substrate. Furthermore, the components of the steel material are not particularly limited, but examples thereof include, in mass %, C: 0.1 to 0.4%, Si: 0 to 3.0%, Mn: 1 to 10%, P: 0 to 0.05%, S: 0 to 0.005%, with the balance being Fe and unavoidable impurities, and steel materials to which one or more of Cu, Ti, V, Al, Cr, Ni, etc. are added.

[0024] Examples of commercially available steel materials having the above tensile strength include JFE-CA1180, JFE-CA1370, JFE-CA1470, JFE-CA1180SF, JFE-CA1180Y1, and JFE-CA1180Y2 (all manufactured by JFE Steel Corporation).

[0025] In the present invention, the thickness of the steel material (steel plate material) that serves as the substrate is not particularly limited, but is preferably about 0.8 to 2.5 mm, and more preferably about 1.2 to 2.0 mm.

[0026] The welding method for forming the weld 2 is not particularly limited as long as it can weld the metallic material 1. Here, the weld 2 is composed of a weld metal and a heat-affected zone 23. When the welding method is spot welding, the conditions are not particularly limited as long as a nugget 21, which is a weld metal, is formed in the metallic material 1. The nugget diameter 22 is preferably 1.7√t or greater when the plate thickness of the metallic material 1 is t mm. A nugget diameter 22 of 1.7√t or greater improves the reproducibility of the displacement-load curve 6 during tensile shear, enabling accurate evaluation of the initial crack initiation load. The nugget diameter 22 is more preferably 2.0√t or greater, even more preferably 3.0√t or greater, and most preferably 3.5√t or greater. On the other hand, if the nugget diameter 22 is too large, the initial crack initiation load becomes too high, necessitating an increase in the load of the tensile testing machine, resulting in increased equipment size and increased costs. Therefore, the nugget diameter 22 is preferably 10.0√t or less. The nugget diameter 22 is more preferably 7.0√t or less, and further preferably 5.0√t or less.

[0027] Furthermore, if the hardness of the nugget 21 region of the weld 2 is less than 200 HV on the Vickers hardness scale, the possibility of delayed fracture is low, so the hardness of the nugget 21 region of the weld 2 is preferably 200 HV or more on the Vickers hardness scale. A Vickers hardness of 250 HV or more is more preferable. A Vickers hardness of 300 HV or more is even more preferable. A Vickers hardness of 350 HV or more is most preferable. There is no particular upper limit to the hardness of the nugget 21 region of the weld 2, but because a high hardness can cause initial cracking and make it impossible to evaluate cracking due to delayed fracture, the hardness of the nugget 21 region of the weld 2 is preferably 550 HV or less on the Vickers hardness scale. A Vickers hardness of 500 HV or less is more preferable. Note that hardness measurements are performed as described in the examples.

[0028] The shape of the test material is not particularly limited, and examples include test materials in which two strip-shaped metal materials 1 are shifted in the long-side direction to form an overlapping portion and the overlapping portion is spot-welded, test materials in which two strip-shaped metal materials 1 are overlapped in a cross shape and the overlapping portion is spot-welded (cross joint shape), test materials in which the short sides of two L-shaped metal materials 1 are overlapped and spot-welded as shown in Figure 1 (a) (L-joint shape), and test materials in which two U-shaped metal materials 1 are overlapped and the bottom of the U is spot-welded (U-shape).

[0029] In the present invention, in the tensile load application step described below, it is necessary to grip the test piece with a jig to apply a tensile load to the test material. The shape of the gripping portion of the test material is not particularly limited, as long as the jig can be attached to an area of ​​the test material other than the spot welds and a tensile load can be applied in the desired direction. For example, the gripping portion may be the end of the test piece itself, or may be formed at the end. Specifically, in a cross joint shape, the gripping portion may be formed at the end with a bolt or the like; in an L-joint shape, the long portions may be used as gripping portions; and in a U-shaped joint, the two long portions may be used as gripping portions, or holes may be drilled in the two long portions and a pin inserted through them to form the gripping portions.

[0030] The hydrogen introduction method is not particularly limited as long as it can introduce hydrogen into the test material. Figure 6 shows a schematic diagram of hydrogen introduction and tensile testing of a test material 30 welded into an L-shaped joint. Examples of hydrogen introduction methods include acid immersion, cathodic hydrogen charging in an electrolytic solution, high-pressure hydrogen gas exposure, and exposure to a corrosive environment. When evaluating the delayed fracture properties of steel, a method that sufficiently introduces hydrogen into various hydrogen trapping sites in the steel is preferred. From the perspective of controlling the amount of introduced hydrogen, cathodic hydrogen charging in an electrolytic solution 15 is preferred. Specifically, in the electrolytic solution 15, the test material 30 serves as the cathode and a platinum (Pt) electrode 17 or the like serves as the anode. A current is passed between the cathode and anode to electrolyze the solution, and the hydrogen generated during this process is introduced into the test material. In the cathodic hydrogen charging method, the amount of hydrogen introduced into the test material 30 can be controlled, for example, by changing the current or potential. The hydrogen introduction step may be performed before the next step, the tensile load application step, or may be performed continuously during the tensile load application step. The reference numeral 20 indicates the direction in which the tensile load is applied. The electrolyte 15 is, for example, 0.1N NaOH, 1N NaOH + 0.3 g / L NH ４ SCN, 3wt% NaCl + 3g / L NH ４ Examples include SCN.

[0031] (Tensile Load Application Step) Next, a tensile load is applied to the test piece into which the hydrogen has been introduced. A general tensile tester may be used to apply the tensile load. FIG. 5 shows, as an example, the relationship between the amount of hydrogen and the initial crack initiation load obtained when the tension speed is changed when a tensile load is applied to a steel material spot-welded in an L-shaped joint shape. In the evaluation shown in FIG. 5, a cold-rolled steel sheet with a tensile strength of 1470 MPa was used, and welding was performed under conditions where the weld nugget diameter was set to 4√t (t is the thickness of the steel sheet) and the actual measured value was 4.73 mm. The hardness of the nugget 21 region of the obtained weld was 488 HV. The tension speed was 2.0 × 10 ―４ mm / s and 8.3 x 10 －６ When the tension speed was 1.0 × 10 mm / s, the curves of the hydrogen content and the initial crack initiation load were almost the same, whereas when the tension speed was 1.0 × 10 ―３At a tension speed of 3.0 x 10 mm / s, the initial crack initiation load is relatively high. This is presumably because delayed fracture of steel is caused by hydrogen penetrating and diffusing into the steel and accumulating at defects and stress concentration sources. The time it takes for hydrogen to diffuse through steel is often slow, and it is said to be even slower in high-strength steel, which is a problem in delayed fracture. Therefore, in order to properly evaluate the delayed fracture characteristics of hydrogen-induced welds, it is preferable to slow down the tension speed and ensure the time required for hydrogen to penetrate and diffuse into the steel and accumulate at defects and stress concentration sources. Therefore, the tension speed is set to 3.0 x 10 －４ The pulling speed is preferably 2.0 × 10 mm / s or less. －４ mm / s or less, and more preferably 1.0 × 10 －４ It is more preferable that the speed is 1.0×10 mm / s or less. －５ On the other hand, the lower limit of the tensile speed is not particularly limited, but the tensile speed is preferably set to 6.0 × 10 mm / s or less because the test time would be excessively long. －７ It is preferable that the speed is 1.0×10 mm / s or more. －６ It is more preferable that the speed is 3.0×10 mm / s or more. －６ The displacement-load curve is obtained in this step.

[0032] (First Evaluation Step) Next, the initial crack initiation load is evaluated from the displacement-load curve 6 obtained in the tensile load application step. The initial crack initiation load is the load at which cracks begin to form in the weld metal, and in the case of spot welding, it is the load at which cracks begin to form in the nugget, which is the weld metal. Here, as shown in FIG. 3(b), the first gradient change point on the displacement-load curve 6, which moves from the initial stage (displacement 0) to the displacement at which fracture occurs (fracture displacement), is defined as the first gradient change point. The displacement at the first gradient change point is the displacement at which the load slightly decreases, and is the displacement at which corona bond delamination occurs. Furthermore, the gradient change point on the displacement-load curve 6 from the displacement at which corona bond delamination occurs to the fracture displacement is defined as the second gradient change point ((2) in FIG. 3(b)).

[0033] The initial crack initiation load in the present invention can be evaluated using the second gradient change point on the displacement-load curve 6, and can be evaluated using a load within ±1% of the load at the second gradient change point. The load at which cracks begin to occur in the weld metal (or the nugget in the case of spot welding) is synonymous with the load within ±1% of the load at the second gradient change point, which is the gradient change point on the displacement-load curve 6 from the displacement at which corona bond separation occurs to the fracture displacement shown in Figure 3(b).

[0034] In another embodiment of the present invention, a hydrogen amount measurement step may be provided to measure the hydrogen amount in order to evaluate the relationship between the hydrogen amount in the test piece 30 and the initial crack initiation load.

[0035] (Hydrogen Amount Measurement Step) In the hydrogen amount measurement step, the hydrogen amount of the test material 30 into which hydrogen was introduced in the hydrogen introduction step is measured. The test material 30 used in this step may be cut from the test material 30 fractured in the tensile load application step to include the weld 2, to prepare a test piece 16 for hydrogen amount measurement, and the hydrogen amount may be measured. Alternatively, a separate test material 30 (a test material prepared under the same conditions as the tensile test material) may be prepared, and hydrogen may be introduced into the test material 30 (the test material before the tensile load application step) under the same conditions as the tensile test material in the hydrogen introduction step. The test piece 16 for hydrogen amount measurement may be cut to include the weld 2, to prepare a test piece 16 for hydrogen amount measurement. However, the former is preferred. In this case, the hydrogen amount measurement test piece 16 is preferably stored immersed in liquid nitrogen to prevent hydrogen desorption. When measuring the hydrogen amount, it is preferable to remove it from the liquid nitrogen and measure the hydrogen amount promptly. For example, thermal desorption analysis can be used as a method for measuring the hydrogen amount. The hydrogen amount measurement step may be performed any time after the hydrogen introduction step in which hydrogen is introduced into the test material.

[0036] In another embodiment of the present invention, a second evaluation step may be provided in which the initial crack initiation critical load 10 is evaluated from the relationship between the amount of hydrogen obtained in the hydrogen amount measurement step and the initial crack initiation load obtained in the first evaluation step, so that the superiority or inferiority of hydrogen-induced delayed fracture properties between metallic materials can be quantitatively determined.

[0037] (Second Evaluation Step) In the second evaluation step, the initial crack initiation load 10 at which the initial crack initiation load remains constant regardless of the hydrogen content is evaluated based on the relationship between the hydrogen content obtained in the hydrogen content measurement step and the initial crack initiation load obtained in the first evaluation step. In this evaluation, it is preferable to maintain the nugget diameter 22 constant. Here, the constant nugget diameter 22 preferably means that the fluctuation range (mm) of the nugget diameter 22 is ±0.3√t or less, where t is the thickness of the metal material. This is because changes in the nugget diameter 22 can cause residual stresses and structural changes due to thermal effects, etc., which can affect the delayed fracture properties due to factors other than hydrogen. More preferably, the fluctuation range (mm) is ±0.2√t or less. While the lower limit of the fluctuation range (mm) of the nugget diameter 22 is not particularly limited, it is preferably 0.05√t or more. As mentioned above, the present inventors have found that when the hydrogen content and the initial crack initiation load are plotted, the initial crack initiation load exhibits a substantially constant value from a certain hydrogen content. In the present invention, the constant value at which the initial crack initiation load is constant regardless of the amount of hydrogen is defined as the initial crack initiation critical load (reference numeral 10 in FIG. 4). Furthermore, it has been found that the initial crack initiation critical load 10 exhibits different values ​​depending on the type of steel in the case of a metallic material 1, for example, a steel material, and that this makes it possible to quantitatively determine the superiority or inferiority of the hydrogen-induced delayed fracture resistance of a weld 2 of the metallic material 1. Therefore, the initial crack initiation critical load 10 can quantitatively determine the superiority or inferiority of the hydrogen-induced delayed fracture resistance of a weld 2 of a metallic material 1.

[0038] The present invention will be specifically described below with reference to examples, but the present invention is not limited to the examples described below.

[0039] (Hydrogen introduction step) First, a steel plate having the chemical composition, thickness and tensile strength of the representative components shown in Table 1 was cut into a strip of 150 mm C x 30 mm L (C is the width direction of the steel plate, and L is the longitudinal direction of the steel plate), and then an L-shaped steel plate was produced by bending the long side vertically so as to form an L shape as shown in Figure 6.

[0040] The short sides of the two L-shaped steel plates were then placed back to back and spot welded under the conditions described below to produce test material 30 (L-shaped joint shape, see Figure 6). Test material 30 was produced for each of steel plates A to C. The spot welding conditions were as follows: Spot welding was performed at room temperature, and the electrodes were always water-cooled. Chromium copper DR-type electrodes with a tip diameter (tip diameter) of 6 mm and a curvature radius of 40 mm were used for the lower and upper electrodes. Spot welding was performed using a welding current value in the range of 3.0 to 4.5 kA under conditions such that the nugget diameters were the set values ​​shown in Tables 2 and 3. The actual nugget diameters obtained are also shown.

[0041] Next, the test material 30 was connected to a potentiostat 19 as a cathode, a Pt electrode 17 as an anode, and a silver-silver chloride (Ag / AgCl) electrode 18 as a reference electrode, and hydrogen was introduced into the test material 30 by controlling the test material 30 at a constant potential. At this time, the amount of hydrogen was changed by controlling the type and potential of the electrolyte 15. The type of electrolyte 15 was 1N NaOH + 0.3 g / L NH ４ The potential was set in the range of −1000 to −1500 mV vs. SHE. The next tensile load application step was carried out while applying the cathodic hydrogen charging method for hydrogen introduction.

[0042] (Tensile Load Application Step) A general tensile tester was used to apply a tensile load. The tensile speed when applying the tensile load was set to the conditions shown in Table 2.

[0043] (First evaluation step) The initial crack initiation load was evaluated in the displacement-load curve obtained in the tensile load application step. The load corresponding to the second gradient change point in the displacement-load curve going from the initial state (displacement 0) to the fracture displacement was defined as the initial crack initiation load. An example of the obtained results is shown in Table 2.

[0044] From Table 2, it is clear that by using the index of initial crack initiation load, it is possible to quantitatively evaluate the hydrogen-induced delayed fracture characteristics under certain conditions of the hydrogen introduction step.

[0045] (Hydrogen Amount Measurement Step) A 10 x 30 mm hydrogen amount measurement test piece 16 including the welded portion 2 was cut out from the test piece 30 fractured in the tensile load application step. The hydrogen amount measurement test piece 16 was then rapidly cooled by introducing it into liquid nitrogen to prevent desorption of the hydrogen introduced into the test piece 30. The hydrogen amount of the rapidly cooled hydrogen amount measurement test piece 16 was then measured immediately using thermal desorption analysis. A low-temperature heating hydrogen analyzer was used for the thermal desorption analysis. The thermal desorption analysis was performed at a temperature range of -50°C to 800°C at a heating rate of 200°C / h. The diffusible hydrogen amount was calculated as the integrated value of the hydrogen amount measured from -50°C to 200°C. The hydrogen amount measurement step may be performed any time after the hydrogen introduction step in which hydrogen is introduced into the test material.

[0046] (Second Evaluation Step) Furthermore, a second evaluation step was carried out to quantitatively evaluate the superiority or inferiority of the metallic materials. First, for test materials 30 having the same nugget diameter, the amount of hydrogen introduced was changed, and the initial crack initiation load and the amount of hydrogen were determined using the above procedure, and the relationship was plotted. An example is shown in Figure 4. As shown in Figure 4, the load at which the initial crack initiation load becomes constant with respect to the amount of hydrogen was determined as the initial crack initiation critical load. The steel plate, nugget diameter, and Vickers hardness in Figure 4 were the same as those shown in Figure 5, and the tension speed was 2.0 x 10 －４ mm / s.

[0047] Next, the magnitude of the initial crack initiation critical load was evaluated for steel plates A, B, and C. The results are shown in Table 3. If the ranking of hydrogen-induced delayed fracture resistance between metallic materials obtained by the method for evaluating the delayed fracture resistance of welds of metallic materials of the present invention matches the ranking of delayed fracture resistance between metallic materials obtained by the conventional gap test method, it was determined that the delayed fracture resistance of the welds has been appropriately evaluated. Here, for steel plates A, B, and C, the ranking of delayed fracture resistance obtained by the conventional gap test method was (excellent) Steel plate A > Steel plate B > Steel plate C (poor).

[0048] It is clear from Table 3 that, by using the method of the present invention for evaluating the delayed fracture properties of welds of metallic materials, it is possible to evaluate the delayed fracture properties of welds using test materials having the same nugget diameter, thereby making it possible to eliminate load stress as much as possible, quantitatively evaluate the delayed fracture properties of welds caused by hydrogen, and quantitatively and appropriately evaluate the superiority or inferiority of materials.

[0049] (Evaluation of Vickers Hardness) The Vickers hardness of the weld 2 was calculated by pressing a square pyramidal diamond indenter into the surface of the weld with a load of 300 g, and using the following formula from the load and the average length of the diagonal line of the indentation. 20 points were measured at 0.2 mm intervals from the nugget edge to the center of the weld using the above method, and the average value was adopted as the Vickers hardness. The values ​​are shown in Tables 2 and 3. Vickers hardness = constant × (test force / surface area of ​​indentation)

[0050]

[0051]

[0052]

[0053] REFERENCE SIGNS LIST 1 Metallic material 2 Welded part 3 Tensile direction 4 Displacement 5 Displacement-load curve when hydrogen is not introduced into test material 6 Displacement-load curve when hydrogen is introduced into test material 10 Critical load for initial crack initiation 15 Electrolyte 16 Test piece for measuring hydrogen amount 17 Pt (platinum) electrode 18 Silver-silver chloride (Ag / AgCl) electrode 19 Potentiostat 20 Direction of application of tensile load 21 Nugget 22 Nugget diameter 23 Heat-affected zone 24 Corona bond peeling 25 Crack 30 Test material, test piece

Claims

1. A hydrogen introduction step of introducing hydrogen into a test material composed of two or more metal materials having a weld; A tensile load application step of applying a tensile load to the test material into which hydrogen has been introduced and acquiring a displacement-load curve; a first evaluation step of evaluating an initial crack initiation load based on the displacement-load curve; A method for evaluating delayed fracture properties of a welded portion of a metallic material, comprising:

2. 2. The method for evaluating delayed fracture properties of a welded portion of a metallic material according to claim 1, wherein the welded portion is a spot welded portion, and the nugget diameter of the spot welded portion is 1.7√t or more, where t is a plate thickness of the metallic material.

3. The tensile speed in the tensile load application step is 3.0×10 －４ 2. The method for evaluating delayed fracture properties of a welded portion of a metallic material according to claim 1, wherein the delayed fracture properties of the welded portion of the metallic material are evaluated by a rolling resistance test (RST) of 1000 mm / s or less.

4. The method for evaluating delayed fracture properties of a welded portion of a metallic material according to claim 2, wherein the tensile speed in the tensile load application step is 3.0×10 −4 mm / s or less.

5. The method for evaluating delayed fracture properties of a welded portion of a metallic material according to any one of claims 1 to 4, further comprising a hydrogen amount measurement step of measuring an amount of hydrogen in the test material into which hydrogen has been introduced in the hydrogen introduction step.

6. 6. The method for evaluating the delayed fracture properties of welds of metallic materials as described in claim 5, further comprising a second evaluation step of evaluating an initial crack initiation limit load at which the initial crack initiation load is constant regardless of the hydrogen content, based on the relationship between the hydrogen content of the test material obtained in the hydrogen content measurement step and the initial crack initiation load obtained in the first evaluation step.