JP7290213B2 - Internal defect detection method and internal defect detection apparatus - Google Patents

Internal defect detection method and internal defect detection apparatus Download PDF

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JP7290213B2
JP7290213B2 JP2018234397A JP2018234397A JP7290213B2 JP 7290213 B2 JP7290213 B2 JP 7290213B2 JP 2018234397 A JP2018234397 A JP 2018234397A JP 2018234397 A JP2018234397 A JP 2018234397A JP 7290213 B2 JP7290213 B2 JP 7290213B2
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residual stress
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雅 小川
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Kogakuin University
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Description

本発明は、内部欠陥の検出方法及び内部欠陥の検出装置に関する。 The present invention relates to an internal defect detection method and an internal defect detection apparatus.

従来の非破壊検査方法を示すものとして、超音波探傷装置(特許文献1参照)や、放射線を用いた検査システム(特許文献2参照)が開示されている。 As examples of conventional non-destructive inspection methods, an ultrasonic flaw detector (see Patent Document 1) and an inspection system using radiation (see Patent Document 2) are disclosed.

特開2016-61760号公報JP 2016-61760 A 特開2017-219382号公報JP 2017-219382 A

上記した特許文献に係る非破壊検査方法は、検査対象の内部の空洞を特定する方法である。 The non-destructive inspection method according to the above-described patent document is a method for identifying the internal cavity of the inspection object.

しかしながら、溶接による接合時に生じる未溶着部のような欠陥で空洞が生じない場合は、従来の非破壊検査方法により検出することは困難であった。 However, when a defect such as an unwelded portion that occurs during joining by welding does not cause a cavity, it has been difficult to detect it by the conventional non-destructive inspection method.

本発明は、加工材に、空洞のない未溶着部等の内部欠陥が存在する場合に、その存在を非破壊で検出できるようにすることを目的とする。 SUMMARY OF THE INVENTION An object of the present invention is to enable non-destructive detection of the presence of internal defects such as unwelded portions without cavities in a workpiece.

第1の態様に係る内部欠陥の検出方法は、加工材の既知の固有ひずみ分布から、前記加工材の表面の残留応力分布を算出する算出ステップと、前記加工材の表面の残留応力分布を計測する計測ステップと、前記算出ステップで算出した残留応力分布の計算値と、前記計測ステップで計測した残留応力分布の実測値とを比較し、内部欠陥の有無を判定する判定ステップと、を有する。 A method for detecting internal defects according to a first aspect includes a calculation step of calculating a residual stress distribution on the surface of the processed material from a known inherent strain distribution of the processed material, and measuring the residual stress distribution on the surface of the processed material. and a determining step of comparing the calculated value of the residual stress distribution calculated in the calculating step with the measured value of the residual stress distribution measured in the measuring step to determine whether or not there is an internal defect.

この内部欠陥の検出方法は、力学的境界条件、幾何学的境界条件、材料特性のうち、どれか1つが未知である場合に、その未知の情報を他の情報を元に推定する方法である。具体的には、力学的境界条件として、残留応力の原因である固有ひずみが既知であり、材料特性(材質)がわかっている場合、加工材の残留応力分布は幾何学的境界条件に依存する。本方法は、計測した残留応力の値から未溶着部等の内部欠陥の有無を推定する。 This internal defect detection method is a method of estimating the unknown information based on other information when any one of mechanical boundary conditions, geometric boundary conditions, and material properties is unknown. . Specifically, when the inherent strain that causes residual stress is known as a mechanical boundary condition and the material properties (material) are known, the residual stress distribution of the workpiece depends on the geometric boundary conditions. . This method estimates the presence or absence of an internal defect such as an unwelded portion from the measured residual stress value.

加工材が、溶接された接合材である場合において、溶接揺動のない接合により固有ひずみ分布が溶接線方向に均一となる場合には、溶接時に接合材の端の一部を抜き取って固有ひずみ分布を調べることにより、接合材全体の固有ひずみ分布が明らかとなる。このため、接合材全域の残留応力分布を知ることができる。また、各種溶接方法と固有ひずみ分布との関係がデータベースとして得られている場合は、溶接条件に対する固有ひずみ分布がわかる。算出ステップでは、このような既知の固有ひずみ分布から、加工材の表面の残留応力分布を得ることができる。 When the processed material is a welded joint material, and if the inherent strain distribution is uniform in the weld line direction due to joining without welding oscillation, a part of the end of the joint material is extracted during welding and the inherent strain is measured. By examining the distribution, the inherent strain distribution of the entire joint material becomes clear. Therefore, it is possible to know the residual stress distribution over the entire bonding material. In addition, when the relationship between various welding methods and inherent strain distribution is obtained as a database, the inherent strain distribution for welding conditions can be known. In the calculation step, the residual stress distribution on the surface of the workpiece can be obtained from such a known inherent strain distribution.

計測ステップにおいて、加工材の表面の残留応力分布は、例えば市販の可搬型X線回折装置を用いることで、例えば溶接の現場でも非破壊に計測することができる。 In the measurement step, the residual stress distribution on the surface of the processed material can be non-destructively measured, for example, even at the welding site by using, for example, a commercially available portable X-ray diffractometer.

判定ステップでは、既知である固有ひずみ分布から求めた加工材の表面の残留応力分布の計算値と、計測した残留応力分布の実測値が等しい場合に、加工材に未溶着部等の内部欠陥がなく、正しく接合されていると判定できる。また、既知である固有ひずみ分布から求めた加工材の表面の残留応力分布の計算値と、計測した残留応力分布の実測値にギャップがある場合には、どこかに未溶着部などの内部欠陥があると判定できる。 In the determination step, if the calculated value of the residual stress distribution on the surface of the processed material obtained from the known inherent strain distribution is equal to the measured value of the measured residual stress distribution, there is an internal defect such as an unwelded portion in the processed material. Therefore, it can be determined that the joint is correctly joined. In addition, if there is a gap between the calculated value of the residual stress distribution on the surface of the processed material obtained from the known inherent strain distribution and the measured value of the residual stress distribution, an internal defect such as an unwelded part somewhere It can be determined that there is

このように、この内部欠陥の検出方法によれば、内部欠陥の有無の判定を非破壊に行うことができる。 Thus, according to this internal defect detection method, it is possible to non-destructively determine whether or not there is an internal defect.

第2の態様は、第1の態様に係る内部欠陥の検出方法において、前記算出ステップでは、前記加工材の既知の固有ひずみ分布から、任意の位置及び大きさの内部欠陥を想定した前記加工材の表面の残留応力分布を算出し、前記判定ステップでは、更に、前記算出ステップで算出した残留応力分布の中から、前記計測ステップで計測した残留応力分布の実測値に近いものを見つけ出す最適計算により、前記内部欠陥の位置及び大きさを推定する。 A second aspect is the internal defect detection method according to the first aspect, wherein in the calculating step, an internal defect of an arbitrary position and size is assumed from a known inherent strain distribution of the processed material. The residual stress distribution on the surface of is calculated, and in the determination step, from among the residual stress distributions calculated in the calculation step, an optimum calculation is performed to find the one that is close to the measured value of the residual stress distribution measured in the measurement step. , to estimate the location and size of the internal defect.

この内部欠陥の検出方法では、算出ステップにおいて、加工材の既知の固有ひずみ分布から、任意の位置及び大きさの内部欠陥を想定した加工材の表面の残留応力分布を算出する。 In this internal defect detection method, in the calculation step, the residual stress distribution on the surface of the processed material assuming an internal defect of arbitrary position and size is calculated from the known inherent strain distribution of the processed material.

判定ステップでは、算出ステップで算出した残留応力分布の中から、計測ステップで計測した残留応力分布の実測値に近いものを見つけ出す最適計算を行う。これにより、内部欠陥の位置及び大きさを推定することができる。 In the determination step, optimum calculation is performed to find out the residual stress distribution calculated in the calculation step that is close to the measured value of the residual stress distribution measured in the measurement step. This makes it possible to estimate the position and size of the internal defect.

第3の態様に係る内部欠陥の検出装置は、加工材の既知の固有ひずみ分布から、前記加工材の表面の残留応力分布を算出する算出部と、前記加工材の表面の残留応力分布を計測する計測部と、前記算出部で算出した残留応力分布の計算値と、前記計測部で計測した残留応力分布の実測値とを比較し、内部欠陥の有無を判定する判定部と、を有する。 An internal defect detection device according to a third aspect includes a calculation unit that calculates a residual stress distribution on the surface of the processed material from a known inherent strain distribution of the processed material, and a residual stress distribution on the surface of the processed material. and a determination unit that compares the calculated value of the residual stress distribution calculated by the calculation unit and the measured value of the residual stress distribution measured by the measurement unit, and determines whether or not there is an internal defect.

この内部欠陥の検出装置は、力学的境界条件、幾何学的境界条件、材料特性のうち、どれか1つが未知である場合に、その未知の情報を他の情報を元に推定する。具体的には、力学的境界条件として、残留応力の原因である固有ひずみが既知であり、材料特性(材質)がわかっている場合、加工材の残留応力分布は幾何学的境界条件に依存する。本検出装置は、計測した残留応力分布の実測値から未溶着部等の内部欠陥の有無を推定する。 When any one of mechanical boundary conditions, geometric boundary conditions, and material properties is unknown, this internal defect detection device estimates the unknown information based on other information. Specifically, when the inherent strain that causes residual stress is known as a mechanical boundary condition and the material properties (material) are known, the residual stress distribution of the workpiece depends on the geometric boundary conditions. . This detection device estimates the presence or absence of an internal defect such as an unwelded portion from the measured value of the residual stress distribution.

加工材が、溶接された接合材である場合において、溶接揺動のない接合により固有ひずみ分布が溶接線方向に均一となる場合には、溶接時に接合材の端の一部を抜き取って固有ひずみ分布を調べることにより、接合材全体の固有ひずみ分布が明らかとなる。このため、接合材全域の残留応力分布を知ることができる。また、各種溶接方法と固有ひずみ分布との関係がデータベースとして得られている場合は、溶接条件に対する固有ひずみ分布がわかる。算出部では、このような既知の固有ひずみ分布から、加工材の表面の残留応力分布を得ることができる。 When the processed material is a welded joint material, and if the inherent strain distribution is uniform in the weld line direction due to joining without welding oscillation, a part of the end of the joint material is extracted during welding and the inherent strain is measured. By examining the distribution, the inherent strain distribution of the entire joint material becomes clear. Therefore, it is possible to know the residual stress distribution over the entire bonding material. In addition, when the relationship between various welding methods and inherent strain distribution is obtained as a database, the inherent strain distribution for welding conditions can be known. The calculator can obtain the residual stress distribution on the surface of the processed material from such a known inherent strain distribution.

計測部としては、例えば市販の可搬型X線回折装置を用いることができる。この計測部により、加工材の表面の残留応力分布を非破壊に計測することができる。 For example, a commercially available portable X-ray diffraction device can be used as the measurement unit. This measuring unit can non-destructively measure the residual stress distribution on the surface of the workpiece.

判定部では、既知である固有ひずみ分布から求めた加工材の表面の残留応力分布の計算値と、計測した残留応力分布の実測値が等しい場合に、加工材に未溶着部等の内部欠陥がなく、正しく接合されていると判定できる。また、既知である固有ひずみ分布から求めた加工材の表面の残留応力分布の計算値と、計測した残留応力分布の実測値にギャップがある場合には、どこかに未溶着部などの内部欠陥があると判定できる。 In the judging section, if the calculated value of the residual stress distribution on the surface of the processed material obtained from the known inherent strain distribution is equal to the measured value of the measured residual stress distribution, there is an internal defect such as an unwelded portion in the processed material. Therefore, it can be determined that the joint is correctly joined. In addition, if there is a gap between the calculated value of the residual stress distribution on the surface of the processed material obtained from the known inherent strain distribution and the measured value of the residual stress distribution, an internal defect such as an unwelded part somewhere It can be determined that there is

このように、この内部欠陥の検出装置によれば、内部欠陥の有無の判定を非破壊に行うことができる。 Thus, according to this internal defect detection apparatus, it is possible to non-destructively determine whether or not there is an internal defect.

第4の態様は、第3の態様に係る内部欠陥の検出装置において、前記算出部では、前記加工材の既知の固有ひずみ分布から、任意の位置及び大きさの内部欠陥を想定した前記加工材の表面の残留応力分布を算出し、前記判定部では、更に、前記算出部で算出した残留応力分布の中から、前記計測部で計測した残留応力分布の実測値に近いものを見つけ出す最適計算により、前記内部欠陥の位置及び大きさを推定する。 A fourth aspect is the internal defect detection device according to the third aspect, wherein the calculation unit assumes an internal defect at an arbitrary position and size from a known inherent strain distribution of the processed material In the determination unit, the residual stress distribution calculated by the calculation unit is further calculated by the optimum calculation to find one that is close to the measured value of the residual stress distribution measured by the measurement unit. , to estimate the location and size of the internal defect.

この内部欠陥の検出装置では、算出部において、加工材の既知の固有ひずみ分布から、任意の位置及び大きさの内部欠陥を想定した加工材の表面の残留応力分布を算出する。 In this internal defect detection apparatus, the calculation unit calculates the residual stress distribution on the surface of the processed material assuming an internal defect at an arbitrary position and size from the known inherent strain distribution of the processed material.

判定部では、算出部で算出した残留応力分布の中から、計測部で計測した残留応力分布の実測値に近いものを見つけ出す最適計算を行う。これにより、内部欠陥の位置及び大きさを推定することができる。 The judging unit performs optimum calculation to find out the residual stress distribution calculated by the calculating unit that is close to the actual measured value of the residual stress distribution measured by the measuring unit. This makes it possible to estimate the position and size of the internal defect.

本発明によれば、加工材に、空洞のない未溶着部等の内部欠陥が存在する場合に、その存在を非破壊で検出できるようにすることができる。 ADVANTAGE OF THE INVENTION According to this invention, when an internal defect, such as an unwelded part without a cavity, exists in a workpiece, the existence thereof can be detected in a non-destructive manner.

内部欠陥の検出装置を示すブロック図である。1 is a block diagram showing an internal defect detection device; FIG. (A)は、表面側に余盛が形成された接合材を示す斜視図である。(B)は、余盛が削り落とされ、表面側が平坦に加工された接合材を示す斜視図である。(C)は、図2(B)の接合材を溶接部の中心で切断した片側を示す斜視図である。(A) is a perspective view showing a bonding material in which an excess build-up is formed on the surface side. (B) is a perspective view showing the bonding material from which the surplus is scraped off and the surface side is processed to be flat. (C) is a perspective view showing one side of the bonding material of FIG. 2(B) cut at the center of the welded portion. 図2(C)に示される接合材のFEMモデル図である。3 is an FEM model diagram of the bonding material shown in FIG. 2(C); FIG. 接合材における表面の残留応力の計測位置を示す平面図と、接合材の端面を示すFEMモデル図である。FIG. 2 is a plan view showing the measurement position of residual stress on the surface of the bonding material, and an FEM model diagram showing the end surface of the bonding material. 図4の各計測点における、残留応力分布の実測値と計算値との差の二乗平均平方根を示す線図である。FIG. 5 is a graph showing the root mean square of the difference between the measured value and the calculated value of the residual stress distribution at each measurement point in FIG. 4;

以下、本発明を実施するための形態を図面に基づき説明する。図面において、矢印FRは車両前方を示し、矢印UPは車両上方を示し、矢印RHは車両右方向を示している。 BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, embodiments for carrying out the present invention will be described based on the drawings. In the drawings, arrow FR indicates the front of the vehicle, arrow UP indicates the upper direction of the vehicle, and arrow RH indicates the right direction of the vehicle.

図1において、本実施形態に係る内部欠陥の検出装置10は、算出部11と、計測部12と、判定部13とを有している。 In FIG. 1 , an internal defect detection apparatus 10 according to the present embodiment includes a calculation unit 11 , a measurement unit 12 and a determination unit 13 .

算出部11は、加工材の一例としての溶接された接合材14の既知の固有ひずみ分布から、接合材14の表面14Aの残留応力分布を算出する、例えばコンピュータである。算出部11は、例えば有限要素法(FEM)を用いて、接合材14に内部欠陥の一例としての溶接欠陥がない場合の残留応力分布を算出する。これだけでなく、算出部11は、任意の位置及び大きさの溶接欠陥を想定した接合材14の表面14Aの残留応力分布の計算値を算出可能とされている。この場合、算出部11は、溶接欠陥の位置及び大きさを変化させながら、それぞれの条件での残留応力分布を求める。 The calculator 11 is, for example, a computer that calculates the residual stress distribution on the surface 14A of the joint material 14 from the known inherent strain distribution of the welded joint material 14 as an example of the processed material. The calculation unit 11 calculates the residual stress distribution when there is no welding defect, which is an example of an internal defect, in the joining material 14 using, for example, the finite element method (FEM). In addition to this, the calculation unit 11 can calculate the calculated value of the residual stress distribution on the surface 14A of the joining material 14 assuming a welding defect of arbitrary position and size. In this case, the calculator 11 obtains the residual stress distribution under each condition while changing the position and size of the weld defect.

接合材14の固有ひずみ分布は、例えば、溶接欠陥がない接合材14の端の一部14B(図2(B))を抜き取って調べることで得ることができる。各種溶接方法と固有ひずみ分布との関係がデータベースとして得られている場合は、溶接条件に対する固有ひずみ分布を容易に得ることができる。 The inherent strain distribution of the joint material 14 can be obtained, for example, by extracting and examining a portion 14B (FIG. 2B) of the end of the joint material 14 without welding defects. If the relationship between various welding methods and inherent strain distribution is obtained as a database, the inherent strain distribution for welding conditions can be easily obtained.

図2において、本実施形態における接合材14は、例えば2枚の金属板16,18が突合せ溶接されたものである。図2(A)では、溶接部20に直線状に延びる溶接ビードが形成され、接合材14の表面14A側に余盛が形成されている。図2(B)は、この余盛が削り落とされ、接合材14の表面14A側が平坦に加工された状態を示している。図2(C)は、図2(B)の接合材14が溶接部20の中心(一点鎖線L)で切断された片側、例えば金属板18側を示している。 In FIG. 2, the joining material 14 in this embodiment is, for example, two metal plates 16 and 18 butt-welded. In FIG. 2(A), a weld bead extending linearly is formed in the welded portion 20, and an extra weld is formed on the surface 14A side of the bonding material 14. In FIG. FIG. 2(B) shows a state in which the surplus is scraped off and the surface 14A side of the bonding material 14 is flattened. FIG. 2(C) shows one side of the bonding material 14 of FIG. 2(B) cut at the center of the welded portion 20 (one-dot chain line L), for example, the metal plate 18 side.

なお、溶接された接合材14には、溶融溶接材、抵抗スポット溶接材、レーザースポット溶接材、プロジェクション溶接材、シーム溶接材が含まれる。 The welded joining material 14 includes fusion welding material, resistance spot welding material, laser spot welding material, projection welding material, and seam welding material.

溶接欠陥とは、内部欠陥の一例であり、例えば溶接部20に空洞を伴わずに形成される未溶着部や、溶接部20に生じた空洞(空隙)等の溶接が不十分な部位である。本実施形態では、溶接欠陥の一例を未溶着部として説明する。 A weld defect is an example of an internal defect, such as an unwelded portion formed without a cavity in the welded portion 20, or a portion of insufficient welding such as a cavity (void) generated in the welded portion 20. . In this embodiment, an example of a weld defect is described as an unwelded portion.

計測部12は、接合材14の表面14Aの残留応力分布を計測する部位である。計測部12は、例えば市販の可搬型X線回折装置であってもよいし、固定型のX線回折装置であってもよい。 The measuring part 12 is a part that measures the residual stress distribution on the surface 14A of the bonding material 14 . The measurement unit 12 may be, for example, a commercially available portable X-ray diffraction device or a fixed X-ray diffraction device.

判定部13は、算出部11で算出した残留応力分布の計算値と、計測部12で計測した残留応力分布の実測値とを比較し、溶接欠陥の有無を判定する、例えばコンピュータである。判定部13は、更に、算出部11で溶接欠陥の位置及び大きさを変化させながら算出した多くの残留応力分布の中から、計測部12で計測した残留応力分布の実測値に近いものを見つけ出す最適計算により、溶接欠陥の位置及び大きさを推定してもよい。 The determination unit 13 is, for example, a computer that compares the calculated value of the residual stress distribution calculated by the calculation unit 11 and the actual measurement value of the residual stress distribution measured by the measurement unit 12 to determine the presence or absence of welding defects. Further, the determination unit 13 finds a residual stress distribution that is close to the measured value of the residual stress distribution measured by the measurement unit 12 from among many residual stress distributions calculated by the calculation unit 11 while changing the position and size of the weld defect. A best fit calculation may estimate the location and size of the weld defect.

(作用)
本実施形態は、上記のように構成されており、以下その作用について説明する。本実施形態に係る内部欠陥の検出装置10は、力学的境界条件、幾何学的境界条件、材料特性のうち、どれか1つが未知である場合に、その未知の情報を他の情報を元に推定する。具体的には、力学的境界条件として、残留応力の原因である固有ひずみが既知であり、材料特性(材質)がわかっている場合、接合材14の残留応力分布は幾何学的境界条件に依存する。本検出装置は、計測した残留応力分布の実測値から、未溶着部等の溶接欠陥の有無を推定する。
(action)
This embodiment is configured as described above, and the operation thereof will be described below. When any one of mechanical boundary conditions, geometric boundary conditions, and material properties is unknown, the internal defect detection apparatus 10 according to the present embodiment uses the unknown information based on other information. presume. Specifically, when the inherent strain that causes residual stress is known as a mechanical boundary condition and the material properties (material) are known, the residual stress distribution of the bonding material 14 depends on the geometric boundary conditions. do. This detection device estimates the presence or absence of welding defects such as unwelded parts from the measured values of the residual stress distribution.

溶接揺動のない接合材14においては、固有ひずみ分布が溶接線方向に概ね均一となることがあるため、この場合には溶接時に接合材14の端の一部14B(図2(B))を抜き取って固有ひずみ分布を調べることにより、接合材14全体の固有ひずみ分布が明らかとなる。このため、接合材14全域の残留応力分布を知ることができる。また、各種溶接方法と固有ひずみ分布との関係がデータベースとして得られている場合は、溶接条件に対する固有ひずみ分布を容易に得ることができる。算出部11では、このような既知の固有ひずみ分布から、接合材14の表面14Aの残留応力分布を得ることができる。 In the joint material 14 without welding oscillation, the inherent strain distribution may be generally uniform in the weld line direction. By extracting and examining the inherent strain distribution, the inherent strain distribution of the entire bonding material 14 becomes clear. Therefore, the residual stress distribution in the entire bonding material 14 can be known. Moreover, when the relationship between various welding methods and the inherent strain distribution is obtained as a database, the inherent strain distribution for the welding conditions can be easily obtained. The calculator 11 can obtain the residual stress distribution of the surface 14A of the bonding material 14 from such a known inherent strain distribution.

計測部12としては、例えば市販の可搬型X線回折装置を用いることができる。可搬型X線回折装置は、溶接の現場で計測を行う場合に好適である。なお、固定式のX線回折装置を用いてもよい。この計測部12により、接合材14の表面14Aの残留応力分布を非破壊に計測することができる。 As the measurement unit 12, for example, a commercially available portable X-ray diffraction device can be used. A portable X-ray diffraction device is suitable for performing measurements at a welding site. A fixed X-ray diffraction device may also be used. The residual stress distribution on the surface 14A of the bonding material 14 can be non-destructively measured by the measurement unit 12. FIG.

判定部13では、既知である固有ひずみ分布から求めた接合材14の表面14Aの残留応力分布の計算値と、計測した残留応力分布の実測値が等しい場合に、接合材14に未溶着部等の欠陥がなく、正しく接合されていると判定できる。また、既知である固有ひずみ分布から求めた接合材14の表面14Aの残留応力分布の計算値と、計測した残留応力分布の実測値にギャップがある場合には、どこかに未溶着部などの溶接欠陥があると判定できる。 In the determination unit 13, when the calculated value of the residual stress distribution on the surface 14A of the bonding material 14 obtained from the known inherent strain distribution is equal to the measured value of the measured residual stress distribution, the unwelded part etc. of the bonding material 14 It can be determined that there is no defect in the joint and that it is joined correctly. In addition, if there is a gap between the calculated value of the residual stress distribution on the surface 14A of the bonding material 14 obtained from the known inherent strain distribution and the measured value of the residual stress distribution, there may be an unwelded portion somewhere. It can be determined that there is a welding defect.

なお、算出部11において、接合材14の既知の固有ひずみ分布から、任意の位置及び大きさの溶接欠陥を想定した接合材14の表面14Aの残留応力分布を算出してもよい。この場合、溶接欠陥の位置及び大きさを変化させながら、それぞれの条件での残留応力分布を求める。 Note that the calculation unit 11 may calculate the residual stress distribution on the surface 14A of the bonding material 14 assuming a welding defect of arbitrary position and size from the known inherent strain distribution of the bonding material 14 . In this case, the residual stress distribution under each condition is determined while changing the position and size of the weld defect.

また、判定部13では、算出部11で溶接欠陥の位置及び大きさを変化させながら算出した多くの残留応力分布の中から、計測部12で計測した残留応力分布の実測値に近いものを見つけ出す最適計算を行ってもよい。これにより、溶接欠陥の有無だけでなく、その位置及び大きさを推定することができる。 In addition, the determination unit 13 finds a residual stress distribution that is close to the measured value of the residual stress distribution measured by the measurement unit 12 from among many residual stress distributions calculated by the calculation unit 11 while changing the position and size of the weld defect. Optimal calculations may be performed. This makes it possible to estimate not only the presence or absence of a weld defect, but also its position and size.

このように、内部欠陥の検出装置10によれば、接合材14における溶接欠陥の有無の判定を非破壊に行うことができる。一例として、スポット溶接材は、溶接面の反対側から見た際、目視では適切に溶着されているかどうかわからない場合がある。しかしながら、本実施形態によれば、スポット溶接材についても、適切に溶着されているかどうか非破壊で検査することができ、未溶着部がある場合にその位置及び大きさまで推定できる。 As described above, according to the internal defect detection device 10, it is possible to non-destructively determine whether or not there is a welding defect in the joint material 14. FIG. As an example, the spot weld material may not be properly welded by visual inspection when viewed from the opposite side of the weld surface. However, according to the present embodiment, it is possible to non-destructively inspect whether or not the spot welding material is properly welded, and if there is an unwelded part, its position and size can be estimated.

(内部欠陥の検出方法)
図1において、内部欠陥の検出方法は、溶接された接合材14の既知の固有ひずみ分布から、接合材14の表面14A(図2)の残留応力分布を算出する算出ステップS1と、接合材14の表面14Aの残留応力分布を計測する計測ステップS2と、算出ステップS1で算出した残留応力分布の計算値と、計測ステップS2で計測した残留応力分布の実測値とを比較し、内部欠陥の有無を判定する判定ステップS3と、を有する。
(Method for detecting internal defects)
In FIG. 1, the internal defect detection method includes a calculation step S1 of calculating the residual stress distribution on the surface 14A (FIG. 2) of the joint material 14 from the known inherent strain distribution of the welded joint material 14; The measurement step S2 for measuring the residual stress distribution on the surface 14A of the surface 14A, the calculated value of the residual stress distribution calculated in the calculation step S1, and the measured value of the residual stress distribution measured in the measurement step S2 are compared to determine whether there is an internal defect and a judgment step S3 for judging.

算出ステップS1では、接合材14の既知の固有ひずみ分布から、任意の位置及び大きさの内部欠陥を想定した接合材14の表面14Aの残留応力分布を算出してもよい。また、判定ステップS3では、更に、算出ステップS1で算出した残留応力分布の中から、計測ステップS2で計測した残留応力分布の実測値に近いものを見つけ出す最適計算により、内部欠陥の位置及び大きさを推定してもよい。 In the calculation step S1, the residual stress distribution on the surface 14A of the bonding material 14 assuming an internal defect of arbitrary position and size may be calculated from the known inherent strain distribution of the bonding material 14 . Further, in the determination step S3, the position and size of the internal defect are determined by optimum calculation for finding out the residual stress distribution calculated in the calculation step S1 that is close to the measured value of the residual stress distribution measured in the measurement step S2. can be estimated.

(試験例)
図3は、図2(C)に示される接合材14のFEMモデルを示している。図4は、接合材14の表面14Aにおける残留応力の計測位置22と、接合材14の端面のFEMモデルを示している。接合材14は、長さが110mm、片側の幅が40mm、厚さが5mmである。x軸、y軸及びz軸の原点が接合材14の底面側、左側、手前側の角に設定されるとして、表面14Aから見て0≦y≦8mmの範囲が溶接部20に相当する。これらの図に基づいて、内部欠陥の検出方法の具体例について述べる。
(Test example)
FIG. 3 shows an FEM model of the bonding material 14 shown in FIG. 2(C). FIG. 4 shows an FEM model of the residual stress measurement position 22 on the surface 14A of the bonding material 14 and the end face of the bonding material 14. As shown in FIG. The bonding material 14 has a length of 110 mm, a width of 40 mm on one side, and a thickness of 5 mm. Assuming that the origins of the x-, y-, and z-axes are set at the corners of the bottom, left, and front sides of the bonding material 14, the welded portion 20 corresponds to the range of 0≦y≦8 mm when viewed from the front surface 14A. A specific example of the internal defect detection method will be described based on these figures.

ここで、未溶着部24(図4)が25mm≦x≦30mm、y=8mm、3mm≦z≦4mmの位置に生じていることが未知であるとする。接合材14の固有ひずみ分布は既知である。算出ステップS1(図1)において、例えばy=8mm、3mm≦z≦4mm、15mm≦x≦100mm(5mm刻み)の位置に未溶着部が生じている場合の接合14の表面14A(y=10mm、z=5mm)の残留応力分布をそれぞれ算出する。この残留応力は、x方向の複数の計測位置22で算出する。具体的には、x=10mm、x=20mm、x=30mm、x=40mm、x=50mm、x=60mm、x=70mm、x=80mm、x=90mm及びx=100mmの位置で、残留応力を算出する。その計算値は、表1及び表2に示される通りである。表1及び表2においてσxはx軸方向の残留応力を示し、σyはy軸方向の残留応力を示している。 Here, it is unknown that the unwelded portion 24 (FIG. 4) is formed at a position of 25 mm≦x≦30 mm, y=8 mm, and 3 mm≦z≦4 mm. The inherent strain distribution of the bonding material 14 is known. In the calculation step S1 (FIG. 1), the surface 14A (y= 10mm, z=5mm) are calculated respectively. This residual stress is calculated at a plurality of measurement positions 22 in the x direction. Specifically, the residual stress Calculate The calculated values are as shown in Tables 1 and 2. In Tables 1 and 2, σx indicates the residual stress in the x-axis direction, and σy indicates the residual stress in the y-axis direction.

一方、計測ステップS2(図1)において、残留応力分布を測定し、各々の計測位置22の実測値を求める。残留応力の計算値と実測値とは、互いに比較することができる。判定ステップS3において、実測値が未溶着部なしの計算値と異なっていれば、接合材14に未溶着部が存在することが推定できる。また、判定ステップS3において、計算値と実測値の差の二乗平均平方根(RMS:Root Mean Square)を得ることも可能である。算出ステップS1(図1)において、未溶着部が生じていると考えられる箇所を変えた場合、つまり未溶着部の位置条件を変えた場合の残留応力分布を多数計算しておき、実測値との違い(RMS)が一番小さい位置条件を選ぶことにより、未溶着部の位置を推定することができる。 On the other hand, in the measurement step S2 (FIG. 1), the residual stress distribution is measured and the measured values at each measurement position 22 are obtained. Calculated and measured values of residual stress can be compared with each other. In determination step S3, if the measured value is different from the calculated value indicating that there is no unwelded portion, it can be estimated that the bonding material 14 has an unwelded portion. It is also possible to obtain the root mean square (RMS) of the difference between the calculated value and the measured value in decision step S3. In the calculation step S1 (FIG. 1), a large number of residual stress distributions are calculated in advance when the location where the unwelded portion is thought to occur is changed, that is, when the positional condition of the unwelded portion is changed, and the measured values and the The position of the unwelded portion can be estimated by selecting the position condition with the smallest difference (RMS).

図5には、未溶着部の位置を15mm≦x≦20mm(x=17.5mm)、20mm≦x≦25mm(x=22.5mm)、25mm≦x≦30mm(x=27.5mm)、30mm≦x≦35mm(x=32.5mm)、35mm≦x≦40mm(x=37.5mm)、40mm≦x≦45mm(x=42.5mm)のように変化させた際のy=10mm、z=5mmの位置における残留応力分布の実測値と計算値との差のRMSが示されている。この図では、25mm≦x≦30mm(x=27.5mm)において、RMSが 0 MPaとなっている。つまり、25mm≦x≦30mm、y=8mm、3mm≦z≦4mmの位置に未溶着部が生じているとした場合の計算値が、実測値に最も近いことになる。これより、未溶着部24の位置は、25mm≦x≦30mm(x=27.5mm)、y=8mm、3mm≦z≦4mmであることがわかる。 In Fig. 5, the positions of the unwelded parts are 15 mm ≤ x ≤ 20 mm (x = 17.5 mm), 20 mm ≤ x ≤ 25 mm (x = 22.5 mm), 25 mm ≤ x ≤ 30 mm (x = 27.5 mm), 30 mm ≤ x ≤35mm (x=32.5mm), 35mm≤x≤40mm (x=37.5mm), 40mm≤x≤45mm (x=42.5mm) at y=10mm, z=5mm The RMS of the difference between the measured and calculated residual stress distribution is shown. In this figure, the RMS is 0 MPa at 25 mm≦x≦30 mm (x=27.5 mm). In other words, the calculated values when it is assumed that the non-welded portions occur at the positions of 25 mm≦x≦30 mm, y=8 mm, and 3 mm≦z≦4 mm are closest to the measured values. From this, it can be seen that the position of the unwelded portion 24 is 25 mm≦x≦30 mm (x=27.5 mm), y=8 mm, and 3 mm≦z≦4 mm.

このように、算出部11で溶接欠陥の位置及び大きさを変化させながら算出した多くの残留応力分布の中から、計測部12で計測した残留応力分布の実測値に近いものを見つけ出す最適計算により、溶接欠陥の位置及び大きさを推定することができる。 In this way, from among many residual stress distributions calculated by the calculation unit 11 while changing the position and size of the weld defect, the optimum calculation is performed to find the residual stress distribution that is close to the measured value of the residual stress distribution measured by the measurement unit 12. , the position and size of the weld defect can be estimated.

Figure 0007290213000001
Figure 0007290213000001

Figure 0007290213000002
Figure 0007290213000002

本実施形態は、幾何学的境界条件を決定するアプローチであるため、必ずしも未溶着部の検出だけに留まるものではなく、内部形状の未知な構造物の寸法評価にも応用することができる。例えば、次の通りである。 Since this embodiment is an approach that determines geometric boundary conditions, it is not necessarily limited to detection of unwelded portions, but can also be applied to dimensional evaluation of structures with unknown internal shapes. For example:

(溶接構造物の品質評価)
新幹線の台車や航空機材料など、人命に直結する分野では安全性に対する要求が高い。そのため、比較的高度な品質保証が要求される。溶接部に未溶着部が存在すると、未溶着部は一種のき裂とみなすことができるため、き裂により応力が拡大され、き裂進展速度が比較的大きくなるという問題がある。本実施形態により、品質を非破壊に評価することができることで、新幹線や自動車などの高度な安全性が要求される構造物に対して、より一層の信頼性を確保することができる。
(Quality evaluation of welded structures)
There are high demands for safety in fields that are directly related to human life, such as Shinkansen bogies and aircraft materials. Therefore, a relatively high level of quality assurance is required. If there is an unwelded portion in the welded portion, the unwelded portion can be regarded as a kind of crack, so there is a problem that the stress is magnified by the crack and the crack growth rate becomes relatively high. According to this embodiment, the quality can be evaluated non-destructively, so that even higher reliability can be ensured for structures that require a high degree of safety, such as bullet trains and automobiles.

(工業製品の内部欠陥の非破壊検出)
本実施形態は、残留応力の原因となる非弾性ひずみ分布が既知の場合に、対象物の幾何学境界条件を求める方法であり、内部形状についても特定することができる。また、本実施形態によれば、接合材の形状に依存せずに溶接欠陥を検出可能であるので、超音波計測が比較的困難な形状であっても、検査が可能である。更に、部材の表面からはわからない内部の剥離についても、超音波計測は難しいと考えられるが、本実施形態によればその検出が可能である。また、溶接部に生じた空隙についても特定することも可能である。
(Non-destructive detection of internal defects in industrial products)
This embodiment is a method for determining the geometric boundary conditions of an object when the inelastic strain distribution that causes residual stress is known, and the internal shape can also be specified. Further, according to the present embodiment, welding defects can be detected without depending on the shape of the bonding material, so even shapes that are relatively difficult to measure by ultrasonic measurement can be inspected. Furthermore, it is considered difficult to measure by ultrasonic measurement even internal delamination that cannot be detected from the surface of the member, but it can be detected according to the present embodiment. Moreover, it is also possible to specify the voids generated in the welded portion.

[他の実施形態]
以上、本発明の実施形態の一例について説明したが、本発明の実施形態は、上記に限定されるものでなく、上記以外にも、その主旨を逸脱しない範囲内において種々変形して実施可能であることは勿論である。
[Other embodiments]
An example of the embodiment of the present invention has been described above, but the embodiment of the present invention is not limited to the above, and can be modified in various ways without departing from the spirit of the present invention. Of course there is.

加工材は溶接された接合材14に限られず、圧接材、表面改質材、塑性加工材、局所入熱加工材(撓鉄)、熱処理材、強加工材等も含まれる。圧接材には、摩擦攪拌接合材、重ね抵抗溶接材、突き合わせ抵抗溶接材が含まれる。表面改質材には、ピーニング加工材、浸炭材、窒化材、溶射材、スパッタ皮膜材が含まれる。塑性加工材には、冷間加工材、熱間加工材が含まれる。そして、熱処理材には、焼き入れ材、焼き戻し材、焼きなまし材が含まれる。上記実施形態では、このような各種加工材の内部欠陥を検出することが可能である。 The processed material is not limited to the welded joining material 14, but also includes pressure-welded materials, surface-modifying materials, plastically-worked materials, local heat-input-worked materials (flexible iron), heat-treated materials, heavily-worked materials, and the like. Pressure welding consumables include friction stir weld consumables, lap resistance weld consumables, and butt resistance weld consumables. Surface modification materials include peening materials, carburizing materials, nitriding materials, thermal spraying materials, and sputter coating materials. Plastic-worked materials include cold-worked materials and hot-worked materials. The heat-treated materials include quenched materials, tempered materials, and annealed materials. In the above embodiment, it is possible to detect such internal defects in various workpieces.

10 内部欠陥の検出装置
11 算出部
12 計測部
13 判定部
14 接合材(加工材)
14A 表面
24 未溶着部(内部欠陥)
S1 算出ステップ
S2 計測ステップ
S3 判定ステップ
10 Internal defect detection device 11 Calculation unit 12 Measurement unit 13 Judgment unit 14 Joining material (processing material)
14A surface 24 unwelded part (internal defect)
S1 Calculation step S2 Measurement step S3 Judgment step

Claims (2)

加工材の既知の固有ひずみ分布から、前記加工材の表面の残留応力分布を算出する算出ステップと、
前記加工材の表面の残留応力分布を計測する計測ステップと、
前記算出ステップで算出した残留応力分布の計算値と、前記計測ステップで計測した残留応力分布の実測値とを比較し、内部欠陥の有無を判定する判定ステップと、
を有し、
前記算出ステップでは、前記加工材の既知の固有ひずみ分布から、任意の位置及び大きさの内部欠陥を想定した前記加工材の表面の残留応力分布を算出し、
前記判定ステップでは、更に、前記算出ステップで算出した残留応力分布の中から、前記計測ステップで計測した残留応力分布の実測値に近いものを見つけ出す最適計算により、前記内部欠陥の位置及び大きさを推定する内部欠陥の検出方法。
a calculation step of calculating a residual stress distribution on the surface of the processed material from the known inherent strain distribution of the processed material;
a measuring step of measuring residual stress distribution on the surface of the processed material;
a determination step of comparing the calculated value of the residual stress distribution calculated in the calculation step with the measured value of the residual stress distribution measured in the measurement step to determine whether there is an internal defect;
has
In the calculation step, from the known inherent strain distribution of the processed material, calculating the residual stress distribution on the surface of the processed material assuming an internal defect of arbitrary position and size,
In the determination step, the position and size of the internal defect are further determined by optimum calculation for finding, from among the residual stress distributions calculated in the calculation step, those that are close to the measured values of the residual stress distribution measured in the measurement step. Estimated internal defect detection method.
加工材の既知の固有ひずみ分布から、前記加工材の表面の残留応力分布を算出する算出部と、
前記加工材の表面の残留応力分布を計測する計測部と、
前記算出部で算出した残留応力分布の計算値と、前記計測部で計測した残留応力分布の実測値とを比較し、内部欠陥の有無を判定する判定部と、
有し、
前記算出部では、前記加工材の既知の固有ひずみ分布から、任意の位置及び大きさの内部欠陥を想定した前記加工材の表面の残留応力分布を算出し、
前記判定部では、更に、前記算出部で算出した残留応力分布の中から、前記計測部で計測した残留応力分布の実測値に近いものを見つけ出す最適計算により、前記内部欠陥の位置及び大きさを推定する内部欠陥の検出装置。
a calculation unit that calculates the residual stress distribution on the surface of the processed material from the known inherent strain distribution of the processed material;
a measurement unit for measuring residual stress distribution on the surface of the processed material;
a determination unit that compares the calculated value of the residual stress distribution calculated by the calculation unit and the measured value of the residual stress distribution measured by the measurement unit and determines whether there is an internal defect;
has
The calculation unit calculates the residual stress distribution on the surface of the processed material assuming internal defects of arbitrary positions and sizes from the known inherent strain distribution of the processed material,
The determination unit further determines the position and size of the internal defect by performing optimum calculation to find out the residual stress distribution calculated by the calculation unit that is close to the actual measurement value of the residual stress distribution measured by the measurement unit. Detecting device for presumed internal defects.
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