JP7709049B2 - Method for evaluating critical stress for liquid metal embrittlement crack initiation, method for evaluating critical displacement for liquid metal embrittlement crack initiation, and method for evaluating liquid metal embrittlement susceptibility - Google Patents
Method for evaluating critical stress for liquid metal embrittlement crack initiation, method for evaluating critical displacement for liquid metal embrittlement crack initiation, and method for evaluating liquid metal embrittlement susceptibilityInfo
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Description
本開示は、液体金属脆化亀裂発生臨界応力の評価方法、液体金属脆化亀裂発生臨界変位量の評価方法、及び液体金属脆化感受性の評価方法に関する。 This disclosure relates to a method for evaluating the critical stress for liquid metal embrittlement crack initiation, a method for evaluating the critical displacement for liquid metal embrittlement crack initiation, and a method for evaluating liquid metal embrittlement susceptibility.
金属板などを溶接する場合、スポット溶接などで液体金属脆化(LME:Liquid Metal Embrittlement)による割れが問題となる場合がある。液体金属脆化とは、固体金属に液体金属が接触した状態で引っ張り応力を付与すると本来延性を示す固体金属が脆化することであり、代表的には鋼(固体金属)と亜鉛(液体金属)との間で生じる。 When welding metal plates, etc., cracks due to liquid metal embrittlement (LME) can be a problem during spot welding, etc. Liquid metal embrittlement is the embrittlement of solid metal that is inherently ductile when tensile stress is applied while the solid metal is in contact with liquid metal, and typically occurs between steel (solid metal) and zinc (liquid metal).
例えば、特許文献1には、鋼板が特定の組成及び組織を有する被覆鋼板が開示されており、実施例として、抵抗スポット溶接部内の亀裂数の確率が平均5つ未満であり、低LME感受性を有する溶接構造が得られることが記載されている。 For example, Patent Document 1 discloses a coated steel sheet having a specific composition and structure, and describes, as an example, that the probability of the number of cracks in a resistance spot weld is less than 5 on average, resulting in a welded structure with low LME susceptibility.
特許文献2には、Zn-Al-Mgめっき層が特定の組成を有するめっき鋼材が開示されており、実施例として、鋼板に対し、ステンレス鋼溶接ワイヤでビードオンプレート溶接したビードオンプレート試験片を得て、浸透探傷試験により割れの有無を確認し、溶接部の亀裂の長さでLMEの評価を行うことが記載されている。 Patent document 2 discloses a plated steel material in which the Zn-Al-Mg plating layer has a specific composition, and describes, as an example, how to obtain a bead-on-plate test piece by bead-on-plate welding to a steel plate using a stainless steel welding wire, and how to check for the presence or absence of cracks using a penetrant test and evaluate the LME based on the length of the cracks in the weld.
特許文献3には、母材と、特定の成分及び組織を有するめっき層とを備えたホットスタンプ成形体が開示されており、実施例として、熱間V曲げ加工された部位の鋼材厚さ方向断面において、走査型電子顕微鏡(SEM)及び反射電子検出器を用いて反射電子像を観察することにより、液体金属脆化割れの発生の有無を観察することが記載されている。 Patent Document 3 discloses a hot stamped body having a base material and a plating layer with a specific composition and structure, and describes, as an example, observing the occurrence of liquid metal embrittlement cracking by observing backscattered electron images using a scanning electron microscope (SEM) and a backscattered electron detector in a cross section in the thickness direction of the steel material at a hot V-bend portion.
特許文献4には、特定の組成を有する素地鋼板の表面に溶融アルミニウム系めっき層形成されたオーステナイト系溶融アルミニウムめっき鋼板が開示されており、実施例として、鋼板の厚さをtとしたときに、ナゲット径が4√tより小さくなった時点の溶接電流を下限と決定し、飛び散り現象が発生した時点の溶接電流を上限と決定してスポット溶接を行い、下限からLMEクラックが発生しない電流までの差値を「LMEクラック未発生電流範囲」として鋼板のスポット溶接性を評価することが記載されている。 Patent document 4 discloses an austenitic hot-dip aluminum-plated steel sheet in which a hot-dip aluminum-plated layer is formed on the surface of a base steel sheet having a specific composition, and describes, as an example, that when the thickness of the steel sheet is t, the welding current at the point when the nugget diameter becomes smaller than 4√t is determined as the lower limit, and the welding current at the point when the splashing phenomenon occurs is determined as the upper limit, and spot welding is performed, and the difference value from the lower limit to the current at which LME cracks do not occur is defined as the "current range where LME cracks do not occur" to evaluate the spot weldability of the steel sheet.
特許文献5には、鋼板を所定の温度、所定の時間保持した後、所定の温度範囲で成形を開始するプレス成形品の製造方法が開示されており、亜鉛めっき鋼板または合金化溶融亜鉛めっき鋼板から切り出した引張試験片に対し、ホットスタンプ工程の温度履歴を模擬した加工を行い、塑性変形部におけるLMEクラック深さの評価として、最大の亀裂深さを測定することが記載されている。 Patent Document 5 discloses a method for manufacturing a press-formed product in which a steel sheet is held at a predetermined temperature for a predetermined time, and then forming is started within a predetermined temperature range. It describes that a tensile test piece cut from a zinc-plated steel sheet or a galvannealed hot-dip steel sheet is processed to simulate the temperature history of a hot stamping process, and the maximum crack depth is measured as an evaluation of the LME crack depth in the plastically deformed area.
非特許文献1には、Cd-Znの液体金属中で鋼試験片の引張試験を行い、液体金属の最大侵入長さや平均侵入深さ、破断面における液体金属の侵入長さを測定してLMEを評価する手法が記載されている。
非特許文献2には、応力、ひずみが液体金属の粒界における拡散を著しく促進しLME割れを生じる支配的な因子であることを示している。さらに、応力、ひずみが粒界における液体金属の拡散に与える影響に関するLMEモデルが記載されている。
Non-Patent Document 1 describes a method for evaluating LME by performing a tensile test on a steel test piece in a Cd-Zn liquid metal and measuring the maximum penetration length and average penetration depth of the liquid metal, as well as the penetration length of the liquid metal at the fracture surface.
Non-Patent Document 2 shows that stress and strain are dominant factors that significantly promote the diffusion of liquid metal at grain boundaries and cause LME cracking. Furthermore, an LME model is described regarding the effect of stress and strain on the diffusion of liquid metal at grain boundaries.
特許文献1~5及び非特許文献1、2では、めっき鋼板の溶接部や曲げ加工部について亀裂の有無、亀裂の数、亀裂の長さによってLME亀裂又はLME感受性を評価することが記載されているが、LME亀裂が発生する臨界応力又は臨界変位量を評価する方法は記載されていない。
そこで、本開示は、金属材料の液体金属脆化亀裂が発生する臨界応力又は臨界変位量を評価する方法、及び液体金属脆化感受性を評価する方法を提供することを目的とする。
Patent Documents 1 to 5 and Non-Patent Documents 1 and 2 describe the evaluation of LME cracking or LME susceptibility in welded parts and bent parts of plated steel sheets based on the presence or absence of cracks, the number of cracks, and the length of the cracks. However, they do not describe a method for evaluating the critical stress or critical displacement at which LME cracking occurs.
Therefore, an object of the present disclosure is to provide a method for evaluating the critical stress or critical displacement at which liquid metal embrittlement cracking occurs in a metallic material, and a method for evaluating liquid metal embrittlement susceptibility.
上記課題を解決するための手段には、以下の態様が含まれる。
<1> 第一の金属部と、前記第一の金属部の少なくとも一部に配置され、前記第一の金属部よりも溶融開始温度が低い第二の金属部とを含み、加熱により前記第二の金属部が液化したときに前記第一の金属部の液体金属脆化が生じる供試材を準備する工程と、
前記供試材を前記第二の金属部の溶融開始温度以上、前記第一の金属部の溶融開始温度未満となる温度範囲に加熱して、前記供試材に荷重を加えて伸びを付与し、前記供試材が破断する前に前記荷重を加えることを停止する高温伸び試験を行う工程と、
前記高温伸び試験を行った前記供試材について、前記第一の金属部の前記第二の金属部が配置されている表面から内部に向けた亀裂の有無を確認する工程と、
を含み、
前記供試材を準備する工程において、複数の供試材を準備し、
前記高温伸び試験を行う工程において、前記複数の供試材に対し、試験温度及びひずみ速度を揃え、かつ前記供試材ごとに応力が異なるように前記高温伸び試験を行い、
前記亀裂の有無を確認する工程において、前記高温伸び試験を行った前記複数の供試材について前記亀裂の有無を確認することにより、前記供試材に前記亀裂が発生する臨界応力を評価する、液体金属脆化亀裂発生臨界応力の評価方法。
<2> 前記複数の供試材のそれぞれについて、前記ひずみ速度が異なる2種類以上の前記高温伸び試験を行い、前記ひずみ速度ごとに前記臨界応力を評価する<1>に記載の液体金属脆化亀裂発生臨界応力の評価方法。
<3> 前記複数の供試材のそれぞれについて、前記試験温度が異なる2種類以上の前記高温伸び試験を行い、前記試験温度ごとに前記臨界応力を評価する<1>又は<2>に記載の液体金属脆化亀裂発生臨界応力の評価方法。
<4> 前記複数の供試材は、前記第一の金属部及び前記第二の金属部の各種類が互いに同じである<1>~<3>のいずれか1つに記載の液体金属脆化亀裂発生臨界応力の評価方法。
<5> 前記複数の供試材は、前記第一の金属部及び前記第二の金属部の少なくとも一方の種類が互いに異なる<1>~<3>のいずれか1つに記載の液体金属脆化亀裂発生臨界応力の評価方法。
<6> 前記第一の金属部は鋼材である<1>~<5>のいずれか1つに記載の液体金属脆化亀裂発生臨界応力の評価方法。
<7> 前記第一の金属部は母材鋼板であり、前記第二の金属部はめっき層である<1>~<6>のいずれか1つに記載の液体金属脆化亀裂発生臨界応力の評価方法。
<8> 前記供試材は、前記母材鋼板の両面に前記めっき層が配置されており、
前記母材鋼板のいずれか一方の面の前記亀裂が生じる領域から外れた位置に熱電対を取り付けて前記高温伸び試験を行う<7>に記載の液体金属脆化亀裂発生臨界応力の評価方法。
<9> 前記供試材は、前記母材鋼板の一方の面に前記めっき層が配置されており、
前記母材鋼板の他方の面において、前記一方の面の前記亀裂が生じる領域に対応する位置に熱電対を取り付けて前記高温伸び試験を行う<7>に記載の液体金属脆化亀裂発生臨界応力の評価方法。
<10> <1>~<9>のいずれか1つに記載の液体金属脆化亀裂発生臨界応力の評価方法に含まれる工程のうち、
前記高温伸び試験を行う工程において、前記供試材ごとに応力が異なるように前記高温伸び試験を行うことに代えて、前記供試材ごとに変位量が異なるように前記高温伸び試験を行い、
前記亀裂の有無を確認する工程において、前記供試材に前記亀裂が発生する臨界応力を評価することに代えて、前記供試材に前記亀裂が発生する臨界変位量を評価する、液体金属脆化亀裂発生臨界変位量の評価方法。
<11> <1>~<9>のいずれか1つに記載の液体金属脆化亀裂発生臨界応力の評価方法及び<10>に記載の液体金属脆化亀裂発生臨界変位量の評価方法の少なくとも一方の評価方法を用い、前記臨界応力及び前記臨界変位量の少なくとも一方に基づいて前記供試材の液体金属脆化感受性を評価する液体金属脆化感受性の評価方法。
Means for solving the above problems include the following aspects.
<1> A step of preparing a test material including a first metal portion and a second metal portion that is disposed on at least a part of the first metal portion and has a lower melting start temperature than the first metal portion, and in which liquid metal embrittlement of the first metal portion occurs when the second metal portion is liquefied by heating;
A step of performing a high-temperature elongation test in which the test material is heated to a temperature range that is equal to or higher than the melting start temperature of the second metal portion and lower than the melting start temperature of the first metal portion, a load is applied to the test material to give it elongation, and the application of the load is stopped before the test material breaks;
A step of checking the presence or absence of cracks extending from the surface of the first metal part on which the second metal part is disposed toward the inside of the test specimen subjected to the high-temperature elongation test;
Including,
In the step of preparing the test specimen, a plurality of test specimens are prepared;
In the step of performing the high-temperature elongation test, the high-temperature elongation test is performed on the plurality of test specimens at the same test temperature and strain rate, and with different stresses for each of the test specimens;
A method for evaluating the critical stress for liquid metal embrittlement crack initiation, in which, in the process of confirming the presence or absence of cracks, the critical stress at which the cracks will occur in the test materials is evaluated by confirming the presence or absence of cracks for the multiple test materials that have been subjected to the high temperature elongation test.
<2> The method for evaluating the critical stress for liquid metal embrittlement crack initiation described in <1>, in which two or more types of the high-temperature elongation tests with different strain rates are performed on each of the multiple test materials, and the critical stress is evaluated for each strain rate.
<3> The method for evaluating the liquid metal embrittlement crack initiation critical stress described in <1> or <2>, in which two or more types of the high-temperature elongation tests are performed at different test temperatures for each of the plurality of test materials, and the critical stress is evaluated for each of the test temperatures.
<4> The method for evaluating the critical stress for liquid metal embrittlement crack initiation described in any one of <1> to <3>, wherein the first metal portion and the second metal portion of the plurality of test specimens are the same type as each other.
<5> The method for evaluating the critical stress for liquid metal embrittlement crack initiation according to any one of <1> to <3>, wherein the plurality of test specimens are different from each other in the types of at least one of the first metal portion and the second metal portion.
<6> The method for evaluating a critical stress for liquid metal embrittlement crack initiation according to any one of <1> to <5>, wherein the first metal portion is a steel material.
<7> The method for evaluating critical stress for liquid metal embrittlement crack initiation according to any one of <1> to <6>, wherein the first metal portion is a base steel plate, and the second metal portion is a plating layer.
<8> The test material has the plating layer disposed on both sides of the base steel sheet,
The method for evaluating the critical stress for liquid metal embrittlement crack initiation described in <7>, in which a thermocouple is attached to a position outside the region in which the crack occurs on either one surface of the base steel plate and the high temperature elongation test is performed.
<9> The test material has the plating layer disposed on one surface of the base steel sheet,
The method for evaluating the critical stress for liquid metal embrittlement crack initiation described in <7>, wherein a thermocouple is attached to the other surface of the base steel plate at a position corresponding to the area in which the crack occurs on the one surface, and the high temperature elongation test is performed.
<10> The method for evaluating the critical stress for liquid metal embrittlement crack initiation according to any one of <1> to <9>,
In the step of performing the high-temperature elongation test, instead of performing the high-temperature elongation test so that the stress is different for each of the test specimens, the high-temperature elongation test is performed so that the displacement amount is different for each of the test specimens;
A method for evaluating the critical displacement amount for liquid metal embrittlement crack initiation, in the process of confirming the presence or absence of a crack, which evaluates the critical displacement amount at which the crack occurs in the test material instead of evaluating the critical stress at which the crack occurs in the test material.
<11> A method for evaluating liquid metal embrittlement susceptibility, comprising: a method for evaluating a liquid metal embrittlement crack initiation critical stress according to any one of <1> to <9>; and a method for evaluating a liquid metal embrittlement crack initiation critical displacement according to <10>; and evaluating the liquid metal embrittlement susceptibility of the test material based on at least one of the critical stress and the critical displacement.
本開示によれば、金属材料の液体金属脆化亀裂が発生する臨界応力又は臨界変位量を評価する方法、及び液体金属脆化感受性を評価する方法が提供される。 The present disclosure provides a method for evaluating the critical stress or critical displacement at which liquid metal embrittlement cracking occurs in metallic materials, and a method for evaluating liquid metal embrittlement susceptibility.
本開示の一例である実施形態について説明する。
なお、本明細書中において、「工程」との用語は、独立した工程だけではなく、他の工程と明確に区別できない場合であってもその工程の所期の目的が達成されれば、本用語に含まれる。
An embodiment that is an example of the present disclosure will be described.
In this specification, the term "process" refers not only to an independent process, but also to a process that cannot be clearly distinguished from other processes, as long as the intended purpose of the process is achieved.
本発明者らは、金属材料のLME亀裂が発生する臨界応力又は臨界変位量を評価する方法について検討を重ね、以下の知見を得た。 The inventors have conducted extensive research into methods for evaluating the critical stress or critical displacement at which LME cracks occur in metallic materials, and have come to the following conclusions.
めっき鋼板と非めっき鋼板についてそれぞれ高温引張を行った場合に、図1に示すように、変位-応力線図におけるめっきの有無による応力の差異(Δstress)が生じる。そこで、本発明者らは、LME亀裂が発生する臨界応力を評価する方法の検討を進めた。そして、同じ亜鉛めっき鋼板から図2に示すような形状の複数の供試材(試験片)10を採取し、各供試材について試験温度とひずみ速度は同じ条件とし、ひずみと応力を変更した高温引張試験を行った。 When high-temperature tensile tests are performed on plated and unplated steel sheets, as shown in Figure 1, a difference in stress (Δstress) occurs in the displacement-stress diagram depending on whether the steel sheet is plated or not. Therefore, the inventors have investigated a method for evaluating the critical stress at which LME cracks occur. Then, multiple test materials (test pieces) 10 with the shape shown in Figure 2 were taken from the same zinc-plated steel sheet, and high-temperature tensile tests were performed on each test material under the same test temperature and strain rate, with the strain and stress varied.
図3Aは引張速度を50mm/s(ひずみ速度:8.3/s)、図4Aは引張速度を5mm/s(ひずみ速度:0.83/s)とした後の各供試材における厚さ方向かつ引張方向の断面を示すSEM像である。また、図3B、図4Bは、それぞれ変位と応力の関係を示している。なお、供試材は、いずれも980MPa級の亜鉛系めっき鋼板から採取したものであり、平行部14の長さは6mmである。
図3A及び図4Aに示すように、いずれのひずみ速度でも、試験片が破断する前に亀裂が生じ、ひずみ及び応力が増大するに従ってLME亀裂の数が増加している。
このように、LME亀裂が生じる温度で、ひずみ速度を一定とした高温引張試験において、供試材ごとに応力が異なり、供試材が破断する前に試験を止めて供試材の断面観察を行うことで、その温度及びひずみ速度でLME亀裂が生じる応力(臨界応力)を確認することができる。
そして、このような試験結果から、LME亀裂の発生にはひずみ速度も影響し、LME亀裂発生応力も変化することが分かった。
Fig. 3A is an SEM image showing a cross section in the thickness direction and the tensile direction of each test material after the tensile speed was set to 50 mm/s (strain rate: 8.3/s), and Fig. 4A is an SEM image showing a cross section in the thickness direction and the tensile direction of each test material after the tensile speed was set to 5 mm/s (strain rate: 0.83/s). Fig. 3B and Fig. 4B each show the relationship between the displacement and the stress. Note that all the test materials were taken from 980 MPa-class zinc-based plated steel sheets, and the length of the parallel portion 14 was 6 mm.
As shown in Figures 3A and 4A, at all strain rates, cracks formed before the specimens broke, and the number of LME cracks increased with increasing strain and stress.
In this way, in a high-temperature tensile test at a constant strain rate at the temperature at which LME cracking occurs, the stress differs for each test material, and by stopping the test before the test material breaks and observing the cross-section of the test material, it is possible to confirm the stress (critical stress) at which LME cracking occurs at that temperature and strain rate.
From these test results, it was found that the strain rate also affects the initiation of LME cracks, and that the LME crack initiation stress also changes.
さらに、本発明者らは、試験温度及び鋼種を変更し、各供試材に亀裂が生じる臨界応力を測定した。図5は、鋼種別に各温度でLME亀裂が発生した応力(LME亀裂発生臨界応力)を示している。試験温度、鋼種、LME亀裂発生臨界応力が異なり、供試材の成分等もLME亀裂発生臨界応力に影響している。図中、「LME発生領域」は、本実験で用いたGA耐LME鋼板においてLME亀裂が発生する領域である。
これらの結果から、例えば、スポット溶接する際、LME亀裂発生臨界応力に達しないように各条件を設定することで、スポット溶接時におけるLME亀裂の発生を防止又は抑制することができる。
Furthermore, the inventors changed the test temperature and steel type and measured the critical stress at which cracks occurred in each test material. Figure 5 shows the stress at which LME cracks occurred at each temperature for each steel type (critical stress for LME crack initiation). The test temperature, steel type, and critical stress for LME crack initiation are different, and the components of the test material also affect the critical stress for LME crack initiation. In the figure, the "LME initiation region" is the region where LME cracks occur in the GA LME-resistant steel plate used in this experiment.
From these results, for example, when spot welding, by setting each condition so that the critical stress for LME crack initiation is not reached, it is possible to prevent or suppress the occurrence of LME cracks during spot welding.
また、図1に示されるように、「めっき有り」の場合、高温引張試験において応力が増加するとともに変位量も徐々に増加し、LME亀裂が生じると応力が急激に低下する反面、変位量は増加する。引張試験を続けると供試材は破断するが、複数の供試材に対し、試験温度及びひずみ速度を揃え、変位量が異なるように引張試験を行って破断前に引張試験を停止し、試験後の各供試材についてLME亀裂の有無を確認することで臨界変位量を評価することができる。
これらの実験及び検討に基づき、本開示に係る評価方法が見出された。以下、まず、本開示に係る液体金属脆化亀裂発生臨界応力の評価方法について具体的に説明する。
Furthermore, in the case of "plated", as shown in Figure 1, in the high temperature tensile test, the stress increases and the displacement gradually increases, and when an LME crack occurs, the stress drops sharply but the displacement increases. If the tensile test is continued, the test material will break, but the tensile test is performed on multiple test materials at the same test temperature and strain rate with different displacements, and the tensile test is stopped before breakage, and the presence or absence of an LME crack in each test material after the test can be confirmed, thereby evaluating the critical displacement.
Based on these experiments and studies, the evaluation method according to the present disclosure has been found. First, the evaluation method for liquid metal embrittlement crack initiation critical stress according to the present disclosure will be specifically described below.
[液体金属脆化亀裂発生臨界応力の評価方法]
本開示に係る液体金属脆化亀裂発生臨界応力の評価方法は、
第一の金属部と、前記第一の金属部の少なくとも一部に配置され、前記第一の金属部よりも溶融開始温度が低い第二の金属部とを含み、加熱により前記第二の金属部が液化したときに前記第一の金属部の液体金属脆化が生じる供試材を準備する工程と、
前記供試材を前記第二の金属部の溶融開始温度以上、前記第一の金属部の溶融開始温度未満となる温度範囲に加熱して、前記供試材に荷重を加えて伸びを付与し、前記供試材が破断する前に前記荷重を加えることを停止する高温伸び試験を行う工程と、
前記高温伸び試験を行った前記供試材について、前記第一の金属部の前記第二の金属部が配置されている表面から内部に向けた亀裂の有無を確認する工程と、
を含む。
そして、供試材を準備する工程において、複数の供試材を準備し、高温伸び試験を行う工程において、前記複数の供試材に対し、試験温度及びひずみ速度を揃え、かつ前記供試材ごとに応力が異なるようにそれぞれ前記高温伸び試験を行い、前記亀裂の有無を確認する工程において、前記高温伸び試験を行った前記複数の供試材についてそれぞれ前記亀裂の有無を確認することにより、前記供試材に前記亀裂が発生する臨界応力を評価する。
このようにLMEを生じ得る複数の供試材に対し、試験温度及びひずみ速度を揃え、供試材ごとに応力が異なるようにそれぞれ高温伸び試験を行って供試材が破断する前に荷重を停止する。試験後の供試材について亀裂の有無を確認することで、供試材に亀裂が発生する臨界応力を評価することができる。
以下、各工程について具体的に説明する。
[Method for evaluating the critical stress for liquid metal embrittlement crack initiation]
The method for evaluating the critical stress for liquid metal embrittlement crack initiation according to the present disclosure includes the steps of:
preparing a test material including a first metal portion and a second metal portion disposed on at least a portion of the first metal portion and having a lower melting start temperature than the first metal portion, the first metal portion being subject to liquid metal embrittlement when the second metal portion is liquefied by heating;
A step of performing a high-temperature elongation test in which the test material is heated to a temperature range that is equal to or higher than the melting start temperature of the second metal portion and lower than the melting start temperature of the first metal portion, a load is applied to the test material to give it elongation, and the application of the load is stopped before the test material breaks;
A step of checking the presence or absence of cracks extending from the surface of the first metal part on which the second metal part is disposed toward the inside of the test specimen subjected to the high-temperature elongation test;
Includes.
Then, in the process of preparing test materials, multiple test materials are prepared, and in the process of performing a high-temperature elongation test, the high-temperature elongation test is performed on each of the multiple test materials with the same test temperature and strain rate and with different stresses for each test material, and in the process of confirming the presence or absence of cracks, the presence or absence of cracks is confirmed for each of the multiple test materials that have been subjected to the high-temperature elongation test, thereby evaluating the critical stress at which cracks occur in the test materials.
In this way, the test temperature and strain rate are uniformed for multiple test materials that may cause LME, and high-temperature elongation tests are performed on each of the test materials so that the stress is different for each test material, and the load is stopped before the test material breaks. By checking the test materials for the presence or absence of cracks after the test, the critical stress at which cracks occur in the test materials can be evaluated.
Each step will now be described in detail.
<供試材の準備>
第一の金属部と、第一の金属部の少なくとも一部に配置され、第一の金属部よりも溶融開始温度が低い第二の金属部とを含み、加熱により第二の金属部が液化したときに第一の金属部の液体金属脆化が生じる供試材を準備する。
ここで、複数の供試材を準備するが、供試材は、第一の金属部及び第二の金属部の各種類が互いに同じである複数の供試材でもよいし、第一の金属部及び第二の金属部の少なくとも一方の種類が互いに異なる複数の供試材であってもよい。
<Preparation of test material>
A test material is prepared which includes a first metal portion and a second metal portion which is disposed on at least a portion of the first metal portion and has a lower melting initiation temperature than the first metal portion, and in which liquid metal embrittlement of the first metal portion occurs when the second metal portion is liquefied by heating.
Here, multiple test materials are prepared, and the test materials may be multiple test materials in which the first metal part and the second metal part are of the same type, or multiple test materials in which at least one of the first metal part and the second metal part is of a different type.
以下、第一の金属部として金属基材の表面に、第二の金属部として金属層が形成されている供試材を用いる場合について説明するが、第一の金属部及び第二の金属部の形状はこれに限定されず、第一の金属部及び第二の金属部は積層以外の方法で、直接的または間接的に接していてもよい。 Below, we will explain the case where a test material is used in which the surface of a metal substrate is formed as the first metal part and a metal layer is formed as the second metal part, but the shapes of the first metal part and the second metal part are not limited to this, and the first metal part and the second metal part may be in direct or indirect contact with each other by a method other than lamination.
金属基材は、支持体として高温伸び試験でも溶融せずに固体金属のままの部材であり、板状、棒状、線状、筒状などの金属材料が挙げられる。金属層は、金属基材の表面の少なくとも一部を被覆し、高温伸び試験において少なくとも一部が溶融して液体金属となる層である。例えば、金属基材が板状である場合、金属層は金属基材の片面に積層されていてもよいし、両面に積層されていてもよい。 The metal substrate is a support member that does not melt even in a high-temperature elongation test and remains a solid metal, and examples of such metal materials include plate-shaped, rod-shaped, wire-shaped, and tubular metal materials. The metal layer is a layer that covers at least a portion of the surface of the metal substrate, and at least a portion of which melts and becomes liquid metal in a high-temperature elongation test. For example, when the metal substrate is plate-shaped, the metal layer may be laminated on one side or both sides of the metal substrate.
供試材の材質は金属基材が金属層の液化によってLMEが生じる組み合わせであれば特に限定されない。LMEが生じる組み合わせとは、例えば、鋼材と、Zn,Sn,Cu,Cd,In,Hg,Bi,Na,Cu-Pb,Cu-Sn,Zn-Sn,Cu-Pd,Cd-Zn,又はAl-Sn-Cuなどの金属層との組み合わせが挙げられる。 The material of the test material is not particularly limited as long as the combination of the metal substrate and the metal layer causes LME due to liquefaction. Examples of combinations that cause LME include combinations of steel and a metal layer such as Zn, Sn, Cu, Cd, In, Hg, Bi, Na, Cu-Pb, Cu-Sn, Zn-Sn, Cu-Pd, Cd-Zn, or Al-Sn-Cu.
また、供試材は、LMEが生じる組み合わせであれば、金属基材と金属層との積層形態等は特に限定されず、例えば、めっき板、めっき線材、めっき棒鋼などのめっき材、さらにめっき材以外の供試材として、例えば、鋼やアルミなどの異種の板を複数枚重ねた状態でリベット等を高速回転して厚さ方向に埋め込むことで接合した接合材などを用いてもよい。このような接合材の場合、接合時の熱と応力によってLMEが生じる可能性がある。また、異種の金属を張り合わせたクラッド材、あるいは、クラッド材の表面にさらにめっき層を形成したものを用いてもよい。また、筒状の金属部材の外周面及び/又は内周面に金属層が設けられている供試材を用いてもよい。 In addition, the test material is not particularly limited in terms of the lamination form of the metal substrate and the metal layer, as long as the combination is such that LME occurs. For example, plated materials such as plated sheets, plated wires, plated steel bars, and other test materials other than plated materials may be used. For example, bonded materials formed by bonding multiple sheets of different types such as steel or aluminum together in a stacked state and embedding them in the thickness direction with a rivet or the like at high speed may be used. In the case of such bonded materials, LME may occur due to heat and stress during bonding. In addition, clad materials made by bonding different metals together, or clad materials with a plated layer formed on the surface thereof may be used. In addition, test materials in which a metal layer is provided on the outer and/or inner surfaces of a cylindrical metal member may be used.
また、金属基材(第一の金属部)と、金属基材のLMEを引き起こす金属層(第二の金属部)との間に金属プレめっきなどの他の層が存在していてもよいし、金属層(第二の金属部)の上に(すなわち、金属基材とは反対側に)有機膜などの他の層が存在していてもよい。 In addition, other layers such as metal pre-plating may be present between the metal substrate (first metal portion) and the metal layer (second metal portion) that causes LME in the metal substrate, and other layers such as an organic film may be present on the metal layer (second metal portion) (i.e., on the opposite side to the metal substrate).
以下、供試材の一例として、第一の金属部である母材鋼板(金属基材)の表面に第二の金属部であるめっき層(金属層)が形成されためっき鋼板、特に亜鉛めっき鋼板(以下、単に「めっき鋼板」と称する場合がある。)を用いる場合について主に説明する。
めっき鋼板の場合、スポット溶接などによってめっき層(金属層)が液化し、鋼板(金属基材)のLMEが生じる場合がある。供試材として、例えば、溶融亜鉛めっき鋼板や、非めっきの冷延鋼板に亜鉛を電気めっきしたものを用いることができる。
Hereinafter, as an example of a test material, a plated steel sheet, particularly a zinc-plated steel sheet (hereinafter sometimes simply referred to as "plated steel sheet") in which a plating layer (metal layer) as a second metal part is formed on the surface of a base steel sheet (metal substrate) as a first metal part, will be mainly described.
In the case of plated steel sheets, the plated layer (metal layer) may be liquefied by spot welding, etc., resulting in LME of the steel sheet (metal substrate). For example, a hot-dip galvanized steel sheet or a non-plated cold-rolled steel sheet electroplated with zinc can be used as a test material.
本開示に係るLME亀裂発生臨界応力の評価方法は、複数の供試材として、図3Aおよび図4Aに示したように同種のめっき鋼板から採取して評価してもよいし、図5に示したように異種のめっき鋼板から採取して評価してもよい。 The method of evaluating the critical stress for LME crack initiation according to the present disclosure may be performed by taking multiple test specimens from the same type of plated steel sheet as shown in Figures 3A and 4A, or by taking specimens from different types of plated steel sheets as shown in Figure 5.
(同種のめっき鋼板)
同種のめっき鋼板とは、母材鋼板及びめっき層の各種類がいずれも同じであることを意味する。
母材鋼板の種類が同じとは、化学成分及び金属組織が同じ鋼板であり、典型的には、同じ条件で製造した鋼板である。
めっき層の種類が同じ種類とは、めっき層の化学成分、金属組織及び目付量が同じめっき層であり、典型的には、同種の母材鋼板に対して同じ条件で形成しためっき層である。
例えば、一枚の同じめっき鋼板を切断して複数の供試材を得ることができる。
(Same type of plated steel sheet)
The same type of plated steel sheet means that the base steel sheet and the plated layer are all of the same type.
The base steel plate of the same type refers to steel plates having the same chemical composition and metal structure, and typically, steel plates manufactured under the same conditions.
The same type of plating layer refers to a plating layer having the same chemical composition, metal structure, and coating weight, and typically refers to a plating layer formed under the same conditions on the same type of base steel sheet.
For example, a single plated steel sheet can be cut to obtain a plurality of test pieces.
(異種のめっき鋼板)
異種のめっき鋼板とは、母材鋼板及びめっき層の少なくとも一方の種類が互いに異なることを意味する。
母材鋼板の種類が異なるとは、化学組成及び金属組織の少なくとも一方が互いに異なる鋼板である。例えば、化学組成が同じスラブから冷延鋼板を製造する場合でも熱履歴の相違により金属組織が異なる鋼板が製造され得る。例えば、化学組成が同じでも金属組織が異なれば、機械特性や化学特性が異なり、LME亀裂発生臨界応力も異なる。
(Different types of plated steel sheets)
The term "different types of plated steel sheets" means that the types of at least one of the base steel sheet and the plating layer are different from each other.
The different types of base steel sheets are steel sheets that are different from each other in at least one of chemical composition and metal structure. For example, even when cold-rolled steel sheets are manufactured from slabs with the same chemical composition, steel sheets with different metal structures may be manufactured due to differences in thermal history. For example, even if the chemical composition is the same, if the metal structures are different, the mechanical properties and chemical properties will be different, and the critical stress for LME crack initiation will also be different.
めっき層の種類が異なるとは、めっき層の化学成分、金属組織及び目付量の少なくともいずれか1つが異なるめっき層であり、典型的には、同種又は異種の母材鋼板に対して、互いに異なる条件で形成しためっき層である。 Different types of plating layers refer to plating layers that differ in at least one of the chemical composition, metal structure, and coating weight, and are typically plating layers formed under different conditions on the same or different types of base steel sheets.
したがって、本開示に係るLME亀裂発生臨界応力の評価方法において用いる複数の供試材としては、以下の(A)~(D)のいずれかのめっき鋼板の群から採取した供試材が挙げられる。
(A)同種の母材鋼板に同種のめっき層が形成されている同種のめっき鋼板群
(B)同種の母材鋼板に異種のめっき層が形成されている異種のめっき鋼板群
(C)異種の母材鋼板に同種のめっき層が形成されている異種のめっき鋼板群
(D)異種の母材鋼板に異種のめっき層が形成されている異種のめっき鋼板群
例えば、(A)のめっき鋼板から複数の供試材を採取してLME亀裂発生臨界応力を評価してもよいし、(B)~(D)のいずれかに相当するめっき鋼板群の各めっき鋼板からそれぞれ供試材を採取してLME亀裂発生臨界応力を評価してもよい。
Therefore, the multiple test specimens used in the method for evaluating the critical stress for LME crack initiation according to the present disclosure include test specimens taken from any of the following groups of plated steel sheets (A) to (D).
(A) A group of homogeneous plated steel sheets in which the same type of plating layer is formed on the same type of base steel sheet; (B) A group of heterogeneous plated steel sheets in which different types of plating layers are formed on the same type of base steel sheet; (C) A group of heterogeneous plated steel sheets in which the same type of plating layer is formed on different base steel sheets; (D) A group of heterogeneous plated steel sheets in which different types of plating layers are formed on different base steel sheets. For example, a plurality of test specimens may be taken from the plated steel sheet of (A) to evaluate the critical stress for LME crack initiation, or a test specimen may be taken from each of the plated steel sheets of the group of plated steel sheets corresponding to any of (B) to (D) to evaluate the critical stress for LME crack initiation.
(母材鋼板)
母材鋼板の成分、組織、厚み等は特に限定されず、めっき層との組み合わせでLME亀裂発生の臨界応力を評価したい母材鋼板を用いればよい。
(Base material steel plate)
The composition, structure, thickness, etc. of the base steel sheet are not particularly limited, and any base steel sheet may be used in which the critical stress for LME crack initiation is to be evaluated in combination with the coating layer.
(めっき)
亜鉛めっき鋼板のLME亀裂発生臨界応力を評価する場合は、母材鋼板に対して亜鉛めっきを施す。めっき方法は限定されず、溶融亜鉛めっきでもよいし、電気亜鉛めっきでもよい。例えば、各母材鋼板に対して同じ条件でめっきを施すことで、各母材鋼板に目付量及び化学組成が揃っためっき層を形成することができる。なお、「目付量及び化学組成が揃っためっき層」とは、各めっき鋼板におけるめっき層の目付量及び化学組成がいずれも同じであることを意味する。
母材鋼板の組成又は組織が異なっても、同じ条件でめっきを行えば、基本的には、同じ目付量、同じ組成のめっき層が形成される。
(Plating)
When evaluating the LME crack initiation critical stress of a galvanized steel sheet, a base steel sheet is plated with zinc. The plating method is not limited, and may be hot-dip galvanization or electrolytic galvanization. For example, plating is performed on each base steel sheet under the same conditions, so that a plating layer having a uniform coating weight and chemical composition can be formed on each base steel sheet. Note that "a plating layer having a uniform coating weight and chemical composition" means that the coating weight and chemical composition of each plated steel sheet are the same.
Even if the composition or structure of the base steel sheet is different, if plating is performed under the same conditions, a plating layer with the same coating weight and composition will basically be formed.
一方、同じ条件でめっきした後、加熱して合金化した場合、母材鋼板の成分の一部がめっき層に移動し、めっき層中の組成にわずかに差が生じる可能性がある。しかし、母材鋼板の組成の差異によって生じるめっき層の組成の差異はわずかであり、LME亀裂への影響は少ないため、母材鋼板の種類が異なること以外は同じ条件でめっき層を形成した場合は、同種のめっき層とみなしてもよい。ただし、同じ条件でめっきを施した後、合金化処理を施さない場合と、施した場合とでは、めっき層中の組成に有意な差が生じ得る。そのため、複数の供試材として、例えば、前述した(C)異種の母材鋼板に同種のめっき層が形成されている異種のめっき鋼板群についてLME亀裂発生臨界応力を評価する場合は、同じ条件でめっきを施した後の合金化処理の有無も揃える。 On the other hand, when plating is performed under the same conditions and then alloyed by heating, some of the components of the base steel sheet may migrate to the plating layer, resulting in a slight difference in the composition of the plating layer. However, the difference in the composition of the plating layer caused by the difference in the composition of the base steel sheet is slight and has little effect on LME cracking, so if the plating layer is formed under the same conditions except for the type of base steel sheet, it may be considered to be the same type of plating layer. However, there may be a significant difference in the composition of the plating layer between the case where alloying treatment is not performed after plating under the same conditions and the case where it is performed. Therefore, when evaluating the critical stress for LME crack initiation for multiple test materials, for example, the above-mentioned (C) group of heterogeneous plated steel sheets in which the same type of plating layer is formed on heterogeneous base steel sheets, the presence or absence of alloying treatment after plating under the same conditions should be the same.
めっき鋼板の形状は特に限定されないが、高温伸び試験として例えば高温引張試験を行う場合、引張試験において応力を集中させて観察する部位(すなわち、亀裂が生じる部位)を限定するため、例えば、図2に示すように、くびれ部12を有し、くびれ部12の中央において両縁が引張試験における引張方向に平行となる平行部14を有する形状の供試材10を用いることが好ましい。 The shape of the plated steel sheet is not particularly limited, but when performing a high-temperature tensile test as a high-temperature elongation test, for example, in order to limit the area where stress is concentrated and observed in the tensile test (i.e., the area where cracks occur), it is preferable to use a specimen 10 having a shape, for example, as shown in Figure 2, which has a necked portion 12 and a parallel portion 14 in the center of the necked portion 12, both edges of which are parallel to the tensile direction in the tensile test.
また、供試材の板厚は限定されないが、引張試験において厚さ方向に亀裂が貫通してしまうと比較評価が難しくなるため供試材の板厚は0.5mm以上であることが好ましい。
また、供試材が線材の場合は、板材と同様に亀裂が貫通してしまうと比較しにくく、また断面観察のための切断が困難なため径が1.0mm以上であることが好ましく、3.0mm以上であることがより好ましい。もし、平行部を設けるのであればその部分を1.0mm以上とすることが好ましい。
Furthermore, the thickness of the test material is not limited, but since comparative evaluation becomes difficult if cracks penetrate in the thickness direction during a tensile test, the thickness of the test material is preferably 0.5 mm or more.
In addition, when the test material is a wire material, it is difficult to compare it if a crack penetrates through it like a plate material, and cutting it for cross-sectional observation is difficult, so the diameter is preferably 1.0 mm or more, and more preferably 3.0 mm or more. If a parallel portion is provided, it is preferable that the portion be 1.0 mm or more.
<高温伸び試験>
供試材を第二の金属部の溶融開始温度以上、第一の金属部の溶融開始温度未満となる温度範囲に加熱して、供試材に荷重を加えて伸びを付与し、供試材が破断する前に荷重を加えることを停止する高温伸び試験を行う。ここで、複数の供試材に対し、試験温度及びひずみ速度を揃え、かつ供試材ごとに応力が異なるようにそれぞれ高温伸び試験を行う。
<High temperature elongation test>
A high-temperature elongation test is performed by heating a test material to a temperature range that is equal to or higher than the melting temperature of the second metal portion and lower than the melting temperature of the first metal portion, applying a load to the test material to give it elongation, and stopping the application of the load before the test material breaks. Here, the high-temperature elongation test is performed on each of a plurality of test materials, with the test temperature and strain rate being uniform and the stress being different for each test material.
高温伸び試験の種類は特に限定されず、例えば一軸引張試験のほか、二軸引張試験や球頭張出試験などであってもよいが、以下、一軸引張試験(本開示において「高温引張試験」又は単に「引張試験」と記す場合がある。)の場合について説明する。
高温引張試験は、供試材を、めっき層の溶融開始温度以上、母材鋼板の溶融開始温度未満となる温度範囲に加熱して行うが、めっき層が揮発しない温度(試験温度)で行うことが望ましい。
また、鋼板の溶融開始温度に近づくと供試材が変形し易くなり、引張試験が難しくなる。そのため、引張試験における供試材の最高到達温度は、めっき層の溶融開始温度+20℃以上、鋼板の溶融開始温度-200℃以下とすることが好ましい。なお、ここでの「最高到達温度」は、供試材の表面、すなわち、めっき層の温度を意味する。供試材として、溶融亜鉛めっき鋼板を用いる場合は、引張試験における最高到達温度は500~1200℃とするのがよい。
The type of high-temperature elongation test is not particularly limited, and may be, for example, a uniaxial tensile test, a biaxial tensile test, a ball-head extension test, or the like. Below, the case of a uniaxial tensile test (sometimes referred to as a "high-temperature tensile test" or simply a "tensile test" in this disclosure) will be described.
High-temperature tensile tests are performed by heating the test material to a temperature range that is equal to or higher than the melting start temperature of the coating layer and lower than the melting start temperature of the base steel sheet, but it is preferable to perform the test at a temperature (test temperature) at which the coating layer does not volatilize.
Furthermore, as the temperature approaches the melting start temperature of the steel sheet, the test material becomes more susceptible to deformation, making the tensile test difficult. Therefore, the maximum temperature of the test material in the tensile test is preferably set to be 20°C or higher than the melting start temperature of the coating layer and 200°C or lower than the melting start temperature of the steel sheet. Note that the "maximum temperature" here refers to the temperature of the surface of the test material, i.e., the coating layer. When using a hot-dip galvanized steel sheet as the test material, the maximum temperature in the tensile test should be 500 to 1200°C.
引張試験における供試材の加熱(昇温)は、通電加熱又は炉加熱により行うことができる。昇温速度は亜鉛(めっき層)の揮発を防ぐため、50℃/s以上とすることが好ましい(例えば50~1000℃/s)。
供試材に対する引張は、加熱前から引張荷重を掛けておいて加熱してもよいし、引張荷重を掛けずに加熱して最高到達温度(例えば、500℃,700℃,又は900℃)で引張を行ってもよい。あるいは、一旦、最高到達温度(例えば、1000℃)に加熱して引張を行う加工温度(例えば、800℃,700℃,600℃,又は500℃)まで冷却して引張を行ってもよい。
The heating (temperature increase) of the test material in the tensile test can be performed by electrical heating or furnace heating. The heating rate is preferably 50°C/s or more (e.g., 50 to 1000°C/s) to prevent volatilization of zinc (plating layer).
The test material may be tensioned by applying a tensile load before heating, or may be tensioned at the maximum temperature (e.g., 500°C, 700°C, or 900°C) without applying a tensile load. Alternatively, the test material may be tensioned by first heating to the maximum temperature (e.g., 1000°C) and then cooling to the processing temperature (e.g., 800°C, 700°C, 600°C, or 500°C) at which tension is performed.
引張試験におけるこれらの温度履歴は、めっき鋼板の使用において液体金属脆化が問題となる温度履歴や加工温度によって変更することが望ましい。例えば、スポット溶接における電極解放に伴う応力発生による液体金属脆化を評価する場合には、応力の発生箇所にもよるが、一旦加熱をし(例えば1000℃)、その後冷却速度は、実際のスポット溶接よりも遅くなるが窒素ガス冷却をして、電極解放時の温度(例えば800℃)で引張を実施することが好ましい。なお、このような温度域において、鋼材組成に依存するもののA1点、A3点が存在する。したがって、鋼材の結晶構造は、温度履歴によって体心立方格子(BCC)であったり面心立方格子(FCC)であったり、これらの2相となる場合がある。それぞれの結晶構造における感受性が異なる可能性があるため、めっき鋼板の使用目的によって、引張試験における試験温度、すなわち、温度履歴及び加工温度(引張温度)を決定することが望ましい。 It is desirable to change these temperature histories in the tensile test depending on the temperature history and processing temperature at which liquid metal embrittlement becomes a problem in the use of the plated steel sheet. For example, when evaluating liquid metal embrittlement due to stress generation accompanying electrode release in spot welding, it is preferable to first heat (e.g., 1000°C), and then cool with nitrogen gas at a slower cooling rate than in actual spot welding, and perform tensile testing at the temperature at the time of electrode release (e.g., 800°C), although this depends on the location of stress generation. In this temperature range, there are A1 point and A3 point, although they depend on the steel composition. Therefore, the crystal structure of the steel may be a body-centered cubic lattice (BCC) or a face-centered cubic lattice (FCC), or may be two of these phases, depending on the temperature history. Since the sensitivity of each crystal structure may differ, it is desirable to determine the test temperature in the tensile test, i.e., the temperature history and processing temperature (tensile temperature), depending on the purpose of use of the plated steel sheet.
ひずみ速度は特に限定されないが、ひずみ速度があまり遅いと鋼と亜鉛との合金化が進んで、液体金属脆化亀裂発生臨界応力を評価する精度が低下する可能性がある。また、図3A及び図4Aに示されるように、ひずみ速度が大きい方が亀裂が生じやすく、亀裂の有無を確認し易い。そのため、ひずみ速度をある程度大きくして、引張試験は短時間で行うことが望ましい。例えば試験片の平行部が1~10mmで、1~100mm/sの引張速度(0.1~100/sのひずみ速度)で引張を行う。 The strain rate is not particularly limited, but if the strain rate is too slow, the alloying of steel and zinc will progress, which may reduce the accuracy of evaluating the critical stress for liquid metal embrittlement crack initiation. Also, as shown in Figures 3A and 4A, the higher the strain rate, the easier it is to cause cracks and to check for their presence or absence. For this reason, it is desirable to increase the strain rate to a certain extent and perform the tensile test in a short period of time. For example, the parallel portion of the test piece is 1 to 10 mm, and tension is performed at a tensile speed of 1 to 100 mm/s (strain rate of 0.1 to 100/s).
引張試験は、各供試材に対し、試験温度及びひずみ速度は揃えて、供試材ごとに応力が異なるように引張荷重を加え、供試材が破断する前に止める(途中止め)。例えば、引張試験を行うごとに応力が増加するように引張試験を行う。 In a tensile test, the test temperature and strain rate are consistent for each test material, a tensile load is applied so that the stress varies for each test material, and the test is stopped before the test material breaks (intermediate stop). For example, a tensile test is performed so that the stress increases with each test.
(熱電対の位置)
引張試験では供試材の温度を測定するため供試材に熱電対を付けて測温することが好ましく、供試材の温度をより正確に把握し、制御するため、LME亀裂を発生させる位置である平行部中央に熱電対を付けて測温するのがよい。しかしながら、両面めっきの場合には熱電対を付けた位置にもLME亀裂が生じる。熱電対は、マイクロスポット溶接などの溶接によって供試材(試験片)に取り付けることができるが、この溶接部に応力集中し易い。そのため、図6に示すように熱電対位置においてLME亀裂が生じ易くなる。
そこで、両面めっきの供試材を用いて引張試験を行う場合は、供試材の平行部(引張試験においてLME亀裂が生じる領域)からずらして熱電対を取り付けることが好ましい。図7に示すように、点線で挟まれた平行部からずれた×印の位置と平行部との試験温度差を予め実測し、その差を見込み、実際の試験においては×印の位置に熱電対を取り付けて測温結果による温度制御を行うことで熱電対による応力集中の影響を排除することができる。
(Thermocouple position)
In the tensile test, it is preferable to measure the temperature of the test material by attaching a thermocouple to the test material, and in order to grasp and control the temperature of the test material more accurately, it is better to attach the thermocouple to the center of the parallel part, which is the position where LME cracks will occur. However, in the case of double-sided plating, LME cracks will also occur at the position where the thermocouple is attached. The thermocouple can be attached to the test material (test piece) by welding such as microspot welding, but stress is likely to concentrate at this welded part. Therefore, LME cracks are likely to occur at the thermocouple position, as shown in Figure 6.
Therefore, when a tensile test is performed using a double-sided plated specimen, it is preferable to attach a thermocouple away from the parallel portion of the specimen (the region where LME cracks occur in the tensile test). As shown in Fig. 7, the test temperature difference between the parallel portion and the position marked with an x that is offset from the parallel portion between the dotted lines is measured in advance, and the difference is estimated. In the actual test, a thermocouple is attached at the position marked with an x, and temperature control is performed based on the temperature measurement result, thereby eliminating the effect of stress concentration due to the thermocouple.
一方、片面めっきの場合、めっきが無い側(非めっき側)の面にはLME亀裂は生じない。そこで、母材鋼板の片面にめっきを施し、非めっき側に熱電対を取り付けて測温を行うことで、熱電対による応力集中を避けることができる。ただし、板厚が薄過ぎると非めっき側に取り付けた熱電対による応力がめっき側のLME亀裂の発生に影響することも考えられる。そのため、片面めっきの供試材を用いてLME評価を行う場合は、板厚は厚い方が好ましい。例えば、板厚が1.1mm以上の母材鋼板を用いる場合に、片面めっきとし、非めっき側の平行部(めっき側のLME亀裂が生じる領域に対応した位置)の中心に熱電対を取り付けて測温するとともに引張試験を行うことが好ましい。
なお、上記のような熱電対による接触式の測温が好ましいが、非接触式の測温方法でも構わない。
On the other hand, in the case of single-sided plating, LME cracks do not occur on the side without plating (non-plated side). Therefore, by plating one side of the base steel sheet and attaching a thermocouple to the non-plated side to measure the temperature, stress concentration due to the thermocouple can be avoided. However, if the sheet thickness is too thin, it is possible that the stress due to the thermocouple attached to the non-plated side will affect the occurrence of LME cracks on the plated side. Therefore, when performing LME evaluation using a test material with single-sided plating, it is preferable that the sheet thickness is thick. For example, when using a base steel sheet with a sheet thickness of 1.1 mm or more, it is preferable to plate one side and attach a thermocouple to the center of the parallel part of the non-plated side (the position corresponding to the area where LME cracks occur on the plated side) to measure the temperature and perform a tensile test.
Although contact temperature measurement using a thermocouple as described above is preferable, a non-contact temperature measurement method may also be used.
<亀裂の確認>
高温伸び試験を行った供試材について、第一の金属部の第二の金属部が配置されている表面から内部に向けた亀裂の有無を確認する。そして、高温伸び試験を行った複数の供試材についてそれぞれ亀裂の有無を確認することにより、供試材に亀裂が発生する臨界応力を評価することができる。
高温引張試験により、供試材(亜鉛めっき鋼板)の表面に垂直であり(すなわち、板厚方向)、かつ、高温引張試験の引張方向に平行な断面(本開示において「引張方向断面」と称する場合がある。)を観察し、鋼板の表面(すなわち、高温引張試験後の鋼板とめっき層との界面)から内部に向けて生じた亀裂に基づいて母材鋼板の液体金属脆化亀裂発生臨界応力を評価する。
以下、一軸引張試験の場合について説明するが、二軸引張試験や球頭張出試験などの場合も同様に、適宜断面を定めて観察することができ、例えば主応力方向を引張方向として、引張方向断面とすることができる。
<Checking for cracks>
The test specimens that have been subjected to the high-temperature elongation test are checked for the presence or absence of cracks extending inward from the surface where the second metal part of the first metal part is disposed. By checking the presence or absence of cracks for each of the multiple test specimens that have been subjected to the high-temperature elongation test, the critical stress at which cracks occur in the test specimens can be evaluated.
In a high-temperature tensile test, a cross section perpendicular to the surface of the test material (galvanized steel sheet) (i.e., in the sheet thickness direction) and parallel to the tensile direction of the high-temperature tensile test (sometimes referred to as a "tensile direction cross section" in this disclosure) is observed, and the liquid metal embrittlement crack initiation critical stress of the base steel sheet is evaluated based on cracks that have occurred from the surface of the steel sheet (i.e., the interface between the steel sheet and the plating layer after the high-temperature tensile test) toward the inside.
The following describes the case of a uniaxial tensile test, but in the case of a biaxial tensile test or a ball-head extension test, etc., a cross section can be determined appropriately for observation. For example, the principal stress direction can be set as the tensile direction, and the cross section can be taken as the tensile direction cross section.
高温引張試験後の供試材の引張方向断面を、例えば、走査型電子顕微鏡(SEM)又は光学顕微鏡により観察する。LME亀裂が生じている場合、当該断面においては、鋼板表面から鋼板内部に向けて亀裂が進展しており、SEM像や光学顕微鏡などによって亀裂の有無を確認することができる。
そして、高温引張試験を行った複数の供試材のうち、亀裂が生じている最小の応力が、その供試材のLME亀裂発生臨界応力又はそれに近い応力と評価することができる。
なお、亀裂が生じている最小の応力と、その応力より小さくかつ一番近い応力との間で複数の応力に分けてさらに引張試験を行うことで、LME亀裂発生臨界応力をより正確に見積もってもよい。
The cross section of the test material in the tensile direction after the high-temperature tensile test is observed, for example, by a scanning electron microscope (SEM) or an optical microscope. If an LME crack occurs, the crack advances from the surface of the steel sheet toward the inside of the steel sheet in the cross section, and the presence or absence of the crack can be confirmed by an SEM image, an optical microscope, or the like.
Then, among a plurality of test specimens subjected to high temperature tensile tests, the minimum stress at which cracks occur can be evaluated as the LME crack initiation critical stress of that test specimen or a stress close to that critical stress.
In addition, the critical stress for LME crack initiation may be estimated more accurately by performing further tensile tests at multiple stresses between the minimum stress at which cracks occur and the closest stress that is smaller than that stress.
また、図3A及び図4Aに示したように、複数の供試材のそれぞれについて、ひずみ速度が異なる2種類以上の高温引張試験を行い、ひずみ速度ごとに臨界応力を評価してもよい。ひずみ速度が異なることで同じ応力でも亀裂の発生状況が異なり、ひずみ速度による影響も含めたLME亀裂発生応力を評価することができる。 As shown in Figures 3A and 4A, two or more types of high-temperature tensile tests with different strain rates may be performed on each of a number of test materials, and the critical stress may be evaluated for each strain rate. Different strain rates result in different crack initiation conditions even at the same stress, making it possible to evaluate the LME crack initiation stress, including the effects of strain rate.
また、図5に示したように、複数の供試材のそれぞれについて、試験温度が異なる2種類以上の高温伸び試験を行い、試験温度ごとに臨界応力を評価してもよい。試験温度が異なることでLME亀裂発生応力も異なり、温度による影響も含めたLME亀裂発生領域を評価することができる。 As shown in Figure 5, two or more types of high-temperature elongation tests at different test temperatures may be performed on each of a number of test materials, and the critical stress may be evaluated for each test temperature. Different test temperatures result in different LME crack initiation stresses, making it possible to evaluate the LME crack initiation region while also taking into account the effects of temperature.
(片面めっきと両面めっきとの違い)
1470MPa級の冷延原板(板厚は2mm)に片面めっき又は両面めっきを各面のめっき量を50g/m2として電気亜鉛めっきを施し、800℃にて公称応力として130MPa付与されるところまで引張をしたサンプルに入った亀裂の長さを比較した。なお、熱電対は片面めっき材は、非めっき側の平行部の中心に設置し、両面めっき材は、熱電対の設置位置を平行部にかからない位置にずらした。図8及び図9は、各めっき材の引張試験後の断面写真である。
(Difference between single-sided plating and double-sided plating)
A 1470 MPa grade cold rolled base sheet (sheet thickness 2 mm) was electroplated with zinc on one side or both sides with a plating amount of 50 g/ m2 on each side, and the samples were stretched to a nominal stress of 130 MPa at 800°C, and the lengths of cracks that had developed were compared. Note that the thermocouple was installed in the center of the parallel part on the non-plated side for the one-sided plated material, and the installation position of the thermocouple was shifted to a position not overlapping the parallel part for the double-sided plated material. Figures 8 and 9 are cross-sectional photographs of each plated material after the tensile test.
いずれの方法によって得られた断面写真を見ても、長さが近しい亀裂が生じていることがわかる。平行部の中心位置からの距離を横軸として、亀裂長さをプロットしたグラフを図10に示す。このグラフからも片面めっき又は両面めっきによる差異は少ないことがわかる。ゆえに、片面めっき又は両面めっきの違いによる亀裂長さへの影響は少ないため、どちらで評価をしても問題はないものと考えられる。片面めっきでは、非めっき側の平行部に熱電対を付けてもLME亀裂発生に対する影響は少ないため、亀裂発生部における温度の測定及び制御を高精度に行うことができるとともに、熱電対による応力集中を回避してLME亀裂発生臨界応力を評価することができる方法として有効である。 It can be seen that cracks of similar length have occurred in the cross-sectional photographs obtained by either method. Figure 10 shows a graph in which the crack length is plotted against the distance from the center position of the parallel section. This graph also shows that there is little difference between single-sided plating and double-sided plating. Therefore, since the effect on crack length due to the difference between single-sided plating and double-sided plating is small, it is thought that there is no problem with either method of evaluation. With single-sided plating, even if a thermocouple is attached to the parallel section on the non-plated side, it has little effect on the occurrence of LME cracks, so it is possible to measure and control the temperature at the crack occurrence section with high precision, and it is an effective method for evaluating the critical stress for LME crack occurrence while avoiding stress concentration caused by thermocouples.
以上、本開示に係るLME亀裂発生臨界応力の評価方法について、金属基材(第一の金属部)として鋼板(板材)を用い、高温伸び試験として一軸引張試験(高温引張試験)を行い、板材の表面に垂直であり、高温引張試験の引張方向に平行な断面を観察して亀裂の有無に基づいてLME亀裂発生臨界応力を評価する場合について説明したが、LME亀裂発生臨界応力を評価する金属基材は鋼板に限定されない。
例えば、金属基材として棒鋼又は線材を用いる場合は、高温伸び試験として一軸引張試験後、中心軸を通り、引張方向に平行な切断面を観察して、亀裂(長さ、数など)に基づいてLME亀裂発生臨界応力を評価することができる。また、金属基材として厚板を用いる場合は、棒状に切り出した供試材を用いてLME亀裂発生臨界応力を評価してもよい。
また、めっき成分は亜鉛系に限定されず、鋼板などの金属基材にアルミなど亜鉛系以外のめっき層を形成する場合にもLME亀裂発生臨界応力を評価することができる。
さらに、第一の金属部は、鋼板、棒鋼、鋼線材などの鋼材に限定されず、第二の金属部との組み合わせでLMEが生じる鋼以外の金属材料であってもよい。
The above has described the method of evaluating the critical stress for LME crack initiation according to the present disclosure, in which a steel plate (sheet material) is used as the metal substrate (first metal part), a uniaxial tensile test (high-temperature tensile test) is performed as a high-temperature elongation test, and a cross section perpendicular to the surface of the sheet material and parallel to the tensile direction of the high-temperature tensile test is observed to evaluate the critical stress for LME crack initiation based on the presence or absence of cracks. However, the metal substrate for evaluating the critical stress for LME crack initiation is not limited to a steel plate.
For example, when a steel bar or wire is used as the metal substrate, after a uniaxial tensile test as a high temperature elongation test, the LME crack initiation critical stress can be evaluated based on the cracks (length, number, etc.) by observing a cut surface passing through the central axis and parallel to the tensile direction. Also, when a thick plate is used as the metal substrate, the LME crack initiation critical stress can be evaluated using a specimen cut into a rod shape.
Furthermore, the plating components are not limited to zinc-based, and the critical stress for LME crack initiation can also be evaluated when a plating layer other than zinc-based, such as aluminum, is formed on a metal substrate such as a steel plate.
Furthermore, the first metal part is not limited to steel materials such as steel plate, steel bar, and steel wire, but may be a metal material other than steel that generates LME in combination with the second metal part.
本開示に係るLME亀裂発生臨界応力の評価方法を適用する場面は特に限定されないが、成分、組織などが異なる複数種の金属材料について特定のめっき層に対するLME亀裂発生臨界応力を高精度に評価することができるため、例えば、鋼板とめっきの組み合わせ、スポット溶接等の加工時の加熱温度など、LME亀裂が生じにくい材料や条件の選択に好適に適用することができる。また、クラッド材、接合部材を製造するための積層する鋼種の選択に適用してもよい。 The method for evaluating the critical stress for LME crack initiation according to the present disclosure is not particularly limited to certain applications, but since it is possible to evaluate the critical stress for LME crack initiation for a specific plating layer with high accuracy for multiple types of metal materials with different components, structures, etc., it can be suitably applied to the selection of materials and conditions that are less likely to cause LME cracks, such as combinations of steel sheets and plating, and heating temperatures during processing such as spot welding. It may also be applied to the selection of steel types to be laminated for manufacturing clad materials and joining members.
[液体金属脆化亀裂発生臨界変位量の評価方法]
上述した液体金属脆化亀裂発生臨界応力の評価方法は、供試材ごとに応力が異なるように高温伸び試験を途中で止めて応力とLME亀裂の発生との関係から臨界応力を評価するものであるが、供試材ごとに変位量が異なるように高温伸び試験を途中で止めて変位量とLME亀裂の発生との関係から臨界変位量を評価することもできる。
すなわち、本開示に係る液体金属脆化亀裂発生臨界変位量の評価方法は、液体金属脆化亀裂発生臨界応力の評価方法に含まれる工程のうち、高温伸び試験を行う工程において、供試材ごとに応力が異なるように高温伸び試験を行うことに代えて、供試材ごとに変位量が異なるように高温伸び試験を行い、亀裂の有無を確認する工程において、供試材にLME亀裂が発生する臨界応力を評価することに代えて、供試材にLME亀裂が発生する臨界変位量を評価する方法である。
なお、応力に代えて変位量に基づいて評価すること以外は、前述したLME亀裂発生臨界変位量の評価方法と同様であるため、ここでの説明は省略する。
[Method for evaluating the critical displacement for liquid metal embrittlement crack initiation]
The above-mentioned method of evaluating the critical stress for liquid metal embrittlement crack initiation involves stopping the high-temperature elongation test midway so that the stress differs for each test material, and evaluating the critical stress from the relationship between the stress and the initiation of LME cracking. However, it is also possible to stop the high-temperature elongation test midway so that the displacement amount differs for each test material, and evaluate the critical displacement amount from the relationship between the displacement amount and the initiation of LME cracking.
In other words, the method for evaluating the critical displacement for liquid metal embrittlement cracking initiation according to the present disclosure is a method in which, among the steps included in the method for evaluating the critical stress for liquid metal embrittlement cracking initiation, in the step of performing a high temperature elongation test, instead of performing a high temperature elongation test so that the stress is different for each test material, a high temperature elongation test is performed so that the displacement amount is different for each test material, and in the step of checking for the presence or absence of cracks, instead of evaluating the critical stress at which LME cracking occurs in the test material, the critical displacement amount at which LME cracking occurs in the test material is evaluated.
Note that, except for the evaluation based on the amount of displacement instead of the stress, the method is the same as the evaluation method for the critical displacement amount for LME crack initiation described above, so a description thereof will be omitted here.
[液体金属脆化感受性の評価方法]
上述した各評価方法によって得られる臨界応力及び臨界変位量は、供試材(金属材料)の液体金属脆化感受性と関係している。臨界応力が大きいほど液体金属脆化感受性が低く、臨界変位量と液体金属脆化感受性との関係も同様である。そのため、本開示に係る液体金属脆化亀裂発生臨界応力の評価方法又は液体金属脆化亀裂発生臨界変位量の評価方法を用いることで金属材料の液体金属脆化感受性を評価することができる。すなわち、本開示に係る液体金属脆化感受性の評価方法は、上述した液体金属脆化亀裂発生臨界応力の評価方法及び液体金属脆化亀裂発生臨界変位量の評価方法の少なくとも一方の評価方法を用い、臨界応力及び臨界変位量の少なくとも一方に基づいて供試材の液体金属脆化感受性を評価する方法である。
[Method for evaluating liquid metal embrittlement susceptibility]
The critical stress and critical displacement obtained by each of the above-mentioned evaluation methods are related to the liquid metal embrittlement susceptibility of the test material (metal material). The larger the critical stress, the lower the liquid metal embrittlement susceptibility, and the same is true for the relationship between the critical displacement and the liquid metal embrittlement susceptibility. Therefore, the liquid metal embrittlement susceptibility of a metal material can be evaluated by using the evaluation method for the critical stress for liquid metal embrittlement cracking or the evaluation method for the critical displacement for liquid metal embrittlement cracking according to the present disclosure. That is, the evaluation method for liquid metal embrittlement susceptibility according to the present disclosure is a method for evaluating the liquid metal embrittlement susceptibility of a test material based on at least one of the critical stress and the critical displacement using at least one of the above-mentioned evaluation methods for the critical stress for liquid metal embrittlement cracking and the evaluation method for the critical displacement for liquid metal embrittlement cracking.
本開示に係る方法により、臨界応力、臨界変位量、又は液体金属脆化感受性を評価すれば、LME亀裂が生じにくい第一の金属部と第二の金属部の組み合わせの選定や、スポット溶接等の溶接条件の設定などに資することができる。 By evaluating the critical stress, critical displacement, or liquid metal embrittlement susceptibility using the method disclosed herein, it is possible to assist in the selection of a combination of a first metal part and a second metal part that is less susceptible to LME cracking, and in the setting of welding conditions for spot welding, etc.
以下、本開示に係る評価方法の代表例として、液体金属脆化亀裂発生臨界応力および臨界変位の評価方法について実施例を挙げてさらに具体的に説明する。ただし、下記の実施例は、本開示の液体金属脆化亀裂発生臨界応力の評価方法を制限するものではない。 Below, as a representative example of the evaluation method according to the present disclosure, the evaluation method for the critical stress for liquid metal embrittlement cracking and the critical displacement will be described in more detail with examples. However, the following examples do not limit the evaluation method for the critical stress for liquid metal embrittlement cracking according to the present disclosure.
<実施例1>
(供試材の準備)
供試材として、成分及び熱処理が異なり、板厚が1.6mmの冷延鋼板を用い、各冷延鋼板の両面にそれぞれ電気亜鉛めっきを施し、下記電気亜鉛めっき鋼板A、B、Cを作製した。
鋼板A:980MPa級電気亜鉛めっき鋼板(50g/m2)
鋼板B:1180MPa級電気亜鉛めっき鋼板(50g/m2)
鋼板C:1470MPa級ホットスタンプ鋼板に亜鉛を電気めっき(70g/m2)
各鋼板から、図2に示すように、くびれ部の中央に平行部(6mm)を有する形状の試験片(サンプル)をそれぞれ10個採取した。
Example 1
(Preparation of test materials)
Cold-rolled steel sheets having different components and heat treatments and a thickness of 1.6 mm were used as test materials, and both sides of each cold-rolled steel sheet were electroplated with zinc to produce the following electroplated zinc-plated steel sheets A, B, and C.
Steel sheet A: 980 MPa-class electrogalvanized steel sheet (50 g/m 2 )
Steel plate B: 1180 MPa-class electrogalvanized steel plate (50 g/m 2 )
Steel sheet C: 1470 MPa-class hot stamp steel sheet electroplated with zinc (70 g/m 2 )
Ten test pieces (samples) each having a shape with a parallel portion (6 mm) in the center of the necked portion as shown in FIG. 2 were taken from each steel plate.
(高温引張試験)
鋼板Aから採取した各サンプルの平行部の境界から0.5mmの間隔をあけて平行部にかからないように熱電対を取り付け、サンプルを最高到達温度(900℃)に加熱した後、50℃/sで800℃まで冷却し、引張を実施した。加熱は、300℃/sの通電加熱、冷却は窒素ガス冷却、ひずみ速度は0.1/sとしサンプルを破断せずに引張試験を行った。各サンプルの応力が異なるように引張試験を行った。
(High temperature tensile test)
Thermocouples were attached to each sample taken from steel plate A at intervals of 0.5 mm from the boundary of the parallel part so as not to overlap the parallel part, and the samples were heated to the maximum temperature (900°C) and then cooled to 800°C at 50°C/s, and tension was performed. Heating was performed by electrical heating at 300°C/s, cooling was performed by nitrogen gas cooling, and the strain rate was 0.1/s, and a tensile test was performed without breaking the sample. The tensile test was performed so that the stress of each sample was different.
鋼板B、Cから採取した各サンプルについても鋼板Aのサンプルと同様に引張試験を行った。 Tensile tests were also conducted on the samples taken from steel plates B and C in the same manner as the sample from steel plate A.
(亀裂発生の確認)
引張試験後の各サンプルについて引張方向断面の観察を行った。各サンプルの表面に垂直、かつ引張方向に平行であり、サンプルの幅方向の略中心を通る切断ラインに沿ってサンプルを切断し、断面のSEM観察(倍率:25倍)を行った。
同じ鋼板から採取した各サンプルの表面から内部に向けて亀裂が発生している応力をその鋼板のLME亀裂発生臨界応力であると評価した。
各鋼板のLME亀裂発生臨界応力を図11Aに示す。なお、鋼板Aは170MPa以下の応力ではLME亀裂が発生しなかった。
(Check for cracks)
After the tensile test, the cross section of each sample in the tensile direction was observed. The sample was cut along a cutting line that was perpendicular to the surface of the sample, parallel to the tensile direction, and passed through approximately the center of the sample in the width direction, and the cross section was observed under a SEM (magnification: 25 times).
The stress at which a crack was initiated from the surface toward the inside of each sample taken from the same steel plate was evaluated as the LME crack initiation critical stress of that steel plate.
The critical stress for LME crack initiation for each steel plate is shown in Figure 11A. Note that, for steel plate A, LME cracking did not occur at a stress of 170 MPa or less.
<実施例2>
実施例1で用いた鋼板A~Cからそれぞれ実施例1と同様にサンプルを採取し、高温引張試験におけるひずみ速度を10/sに変更したこと以外は、実施例1と同様にして引張試験、及び亀裂の有無を確認した。
各鋼板のLME亀裂発生臨界応力を図11Bに示す。
Example 2
Samples were taken from each of the steel plates A to C used in Example 1 in the same manner as in Example 1, and a tensile test was performed and the presence or absence of cracks was confirmed in the same manner as in Example 1, except that the strain rate in the high-temperature tensile test was changed to 10/s.
The critical stress for LME crack initiation for each steel plate is shown in FIG. 11B.
(評価結果)
図11A及び図11Bに示すように、いずれの条件でも鋼板A、B、Cの順でLME亀裂発生臨界応力が大きかった。このことから、実施例1又は実施例2の条件下では、鋼板A、B、Cの順で、LME感受性が低く、スポット溶接等にLMEが生じにくいと評価することができる。
なお、ひずみ速度を0.1/sとした鋼板Bは、ひずみ速度を10/sとした鋼板AよりもLME亀裂発生臨界応力が大きい。そのため、本開示に係るLME亀裂発生臨界応力の評価方法によって各鋼板のLME感受性の評価に適用する場合は、試験温度のほか、ひずみ速度を揃えて高温引張試験を行ってLME亀裂発生臨界応力を比較することが重要である。
(Evaluation Results)
11A and 11B , under all conditions, the critical stress for LME crack initiation was greatest for steel plates A, B, and C. From this, it can be evaluated that under the conditions of Example 1 or Example 2, steel plates A, B, and C have decreasing LME susceptibility in this order, and are less likely to cause LME in spot welds, etc.
Note that steel plate B with a strain rate of 0.1/s has a higher LME crack initiation critical stress than steel plate A with a strain rate of 10/s. Therefore, when applying the evaluation method for the critical stress for LME crack initiation according to the present disclosure to the evaluation of the LME susceptibility of each steel plate, it is important to compare the critical stress for LME crack initiation by performing high-temperature tensile tests with the same strain rate as well as the same test temperature.
<実施例3>
(供試材の準備)
供試材として、成分及び熱処理が異なり、板厚が1.6mmの冷延鋼板を用い、各冷延鋼板の片面に溶融亜鉛めっきを施した。次いで、各溶融亜鉛めっき鋼板をソルトバス(500℃)に浸漬させて合金化処理を施し、下記合金化溶融亜鉛めっき鋼板E、F、Gを作製した。さらに、各鋼板から、図2に示すように、くびれ部の中央に平行部(6mm)を有する形状の試験片(サンプル)を採取した。
鋼板E:980MPa級合金化溶融亜鉛めっき鋼板(50g/m2)
鋼板F:1180MPa級合金化溶融亜鉛めっき鋼板(50g/m2)
鋼板G:1470MPa級合金化溶融亜鉛めっき鋼板(70g/m2)
Example 3
(Preparation of test materials)
Cold-rolled steel sheets with different compositions and heat treatments and a sheet thickness of 1.6 mm were used as test materials, and one side of each cold-rolled steel sheet was hot-dip galvanized. Then, each hot-dip galvanized steel sheet was immersed in a salt bath (500°C) to perform an alloying treatment, to produce the following hot-dip galvanized steel sheets E, F, and G. Furthermore, a test piece (sample) having a shape with a parallel portion (6 mm) in the center of the necked portion was taken from each steel sheet, as shown in Figure 2.
Steel plate E: 980 MPa-class galvannealed steel plate (50 g/m 2 )
Steel plate F: 1180 MPa-class galvannealed steel plate (50 g/m 2 )
Steel plate G: 1470 MPa-class galvannealed steel plate (70 g/m 2 )
(高温引張試験)
各サンプルの非めっき面における平行部の中心位置に熱電対を取り付け、実施例1と同様の条件により各サンプルを破断させずに各サンプルの変位が異なるように引張試験を行った。なお最大変位は3mmとした。
(High temperature tensile test)
A thermocouple was attached to the center of the parallel portion of the non-plated surface of each sample, and a tensile test was performed under the same conditions as in Example 1 so that each sample was displaced differently without breaking the samples. The maximum displacement was 3 mm.
(亀裂発生の確認)
引張試験後の各サンプルについて、実施例1と同様にして亀裂の有無を確認した。各鋼板のLME亀裂発生臨界変位を図12に示す。
図12から、鋼板E、F、Gの順で臨界変位が大きく、LME感受性が低いことが分かる。なお、鋼板Eは変位量3mmまでLME亀裂が発生しなかった。
(Check for cracks)
After the tensile test, each sample was checked for the presence or absence of cracks in the same manner as in Example 1. The critical displacement for LME crack initiation of each steel plate is shown in FIG.
12, it can be seen that the critical displacement and LME susceptibility are largest for steel plates E, F, and G in that order. Note that no LME cracks occurred in steel plate E up to a displacement of 3 mm.
10 供試材
12 くびれ部
14 平行部
10: Test piece 12: Necked portion 14: Parallel portion
Claims (11)
前記供試材を前記第二の金属部の溶融開始温度以上、前記第一の金属部の溶融開始温度未満となる温度範囲に加熱して、前記供試材に荷重を加えて伸びを付与し、前記供試材が破断する前に前記荷重を加えることを停止する高温伸び試験を行う工程と、
前記高温伸び試験を行った前記供試材について、前記第一の金属部の前記第二の金属部が配置されている表面から内部に向けた亀裂の有無を確認する工程と、
を含み、
前記供試材を準備する工程において、複数の供試材を準備し、
前記高温伸び試験を行う工程において、前記複数の供試材に対し、試験温度及びひずみ速度を揃え、かつ前記供試材ごとに応力が異なるように前記高温伸び試験を行い、
前記亀裂の有無を確認する工程において、前記高温伸び試験を行った前記複数の供試材について前記亀裂の有無を確認することにより、前記供試材に前記亀裂が発生する臨界応力を評価する、液体金属脆化亀裂発生臨界応力の評価方法。 preparing a test material including a first metal portion and a second metal portion disposed on at least a portion of the first metal portion and having a lower melting start temperature than the first metal portion, the first metal portion being subject to liquid metal embrittlement when the second metal portion is liquefied by heating;
A step of performing a high-temperature elongation test in which the test material is heated to a temperature range that is equal to or higher than the melting start temperature of the second metal portion and lower than the melting start temperature of the first metal portion, a load is applied to the test material to give it elongation, and the application of the load is stopped before the test material breaks;
A step of checking the presence or absence of cracks extending from the surface of the first metal part on which the second metal part is disposed toward the inside of the test specimen subjected to the high-temperature elongation test;
Including,
In the step of preparing the test specimen, a plurality of test specimens are prepared;
In the step of performing the high-temperature elongation test, the high-temperature elongation test is performed on the plurality of test specimens at the same test temperature and strain rate, and with different stresses for each of the test specimens;
A method for evaluating the critical stress for liquid metal embrittlement crack initiation, in which, in the process of confirming the presence or absence of cracks, the critical stress at which the cracks will occur in the test materials is evaluated by confirming the presence or absence of cracks for the multiple test materials that have been subjected to the high temperature elongation test.
前記母材鋼板のいずれか一方の面の前記亀裂が生じる領域から外れた位置に熱電対を取り付けて前記高温伸び試験を行う請求項7に記載の液体金属脆化亀裂発生臨界応力の評価方法。 The test material has the plating layer disposed on both sides of the base steel sheet,
The method for evaluating the critical stress for liquid metal embrittlement crack initiation according to claim 7, wherein the high temperature elongation test is performed by attaching a thermocouple to a position outside the region where the crack occurs on either one surface of the base steel plate.
前記母材鋼板の他方の面において、前記一方の面の前記亀裂が生じる領域に対応する位置に熱電対を取り付けて前記高温伸び試験を行う請求項7に記載の液体金属脆化亀裂発生臨界応力の評価方法。 The test material has the plating layer disposed on one surface of the base steel sheet,
The method for evaluating the critical stress for liquid metal embrittlement crack initiation according to claim 7, wherein the high temperature elongation test is performed by attaching a thermocouple to the other surface of the base steel plate at a position corresponding to the area in which the crack occurs on the one surface.
前記高温伸び試験を行う工程において、前記供試材ごとに応力が異なるように前記高温伸び試験を行うことに代えて、前記供試材ごとに変位量が異なるように前記高温伸び試験を行い、
前記亀裂の有無を確認する工程において、前記供試材に前記亀裂が発生する臨界応力を評価することに代えて、前記供試材に前記亀裂が発生する臨界変位量を評価する、液体金属脆化亀裂発生臨界変位量の評価方法。 Among the steps included in the method for evaluating the critical stress for liquid metal embrittlement crack initiation according to any one of claims 1 to 9,
In the step of performing the high-temperature elongation test, instead of performing the high-temperature elongation test so that the stress is different for each of the test specimens, the high-temperature elongation test is performed so that the displacement amount is different for each of the test specimens;
A method for evaluating the critical displacement amount for liquid metal embrittlement crack initiation, in the process of confirming the presence or absence of a crack, which evaluates the critical displacement amount at which the crack occurs in the test material instead of evaluating the critical stress at which the crack occurs in the test material.
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003311433A (en) | 2002-04-16 | 2003-11-05 | Nippon Steel Corp | Method for evaluating liquid metal embrittlement cracking during galvanic welding of galvanized steel sheet |
| JP2014188542A (en) | 2013-03-26 | 2014-10-06 | Kobe Steel Ltd | Press-molded article and manufacturing method therefor |
| WO2018060779A1 (en) | 2016-09-30 | 2018-04-05 | Tata Steel Limited | A coated steel and a method of coating a steel substrate |
| JP2019505690A (en) | 2015-12-21 | 2019-02-28 | アルセロールミタル | Method for producing a high strength steel sheet having improved ductility and formability and the resulting steel sheet |
Family Cites Families (1)
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| JPH10195597A (en) * | 1996-11-14 | 1998-07-28 | Sumitomo Metal Ind Ltd | Thin steel sheet with excellent jointability |
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Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003311433A (en) | 2002-04-16 | 2003-11-05 | Nippon Steel Corp | Method for evaluating liquid metal embrittlement cracking during galvanic welding of galvanized steel sheet |
| JP2014188542A (en) | 2013-03-26 | 2014-10-06 | Kobe Steel Ltd | Press-molded article and manufacturing method therefor |
| JP2019505690A (en) | 2015-12-21 | 2019-02-28 | アルセロールミタル | Method for producing a high strength steel sheet having improved ductility and formability and the resulting steel sheet |
| WO2018060779A1 (en) | 2016-09-30 | 2018-04-05 | Tata Steel Limited | A coated steel and a method of coating a steel substrate |
Non-Patent Citations (1)
| Title |
|---|
| 過剰応力下低合金鋼での亜鉛ぜい化割れに及ぼす熱影響部組織と引張応力の影響,デンロ技法,2018年,Vol.67,p.1,3-10 |
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