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JP5865964B2 - Fracture toughness test method - Google Patents
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JP5865964B2 - Fracture toughness test method - Google Patents

Fracture toughness test method Download PDF

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Publication number
JP5865964B2
JP5865964B2 JP2014149075A JP2014149075A JP5865964B2 JP 5865964 B2 JP5865964 B2 JP 5865964B2 JP 2014149075 A JP2014149075 A JP 2014149075A JP 2014149075 A JP2014149075 A JP 2014149075A JP 5865964 B2 JP5865964 B2 JP 5865964B2
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test
fracture toughness
test piece
notch
tensile
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JP2014197035A (en
Inventor
義紀 片山
義紀 片山
基司 坪田
基司 坪田
齋藤 雄二
雄二 齋藤
綾一 佐伯
綾一 佐伯
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Toshiba Corp
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Toshiba Corp
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Description

本発明は、破壊靭性試験方法破壊靭性試験方法に関する。 The present invention relates to a fracture toughness test method and a fracture toughness test method.

沸騰水型原子炉(以下BWRと呼ぶ)の原子炉圧力容器は、燃料、制御棒、シュラウド
、気水分離器、蒸気乾燥器等を内蔵した容器である。その原子炉圧力容器には、従来ボイ
ラ鋼板が用いられていたが、研究開発が進み、フェライト鋼が検討されるようになってき
ており、ASTM A533鋼などが現在広く実用化されている。
A reactor pressure vessel of a boiling water reactor (hereinafter referred to as BWR) is a vessel containing a fuel, a control rod, a shroud, a steam separator, a steam dryer, and the like. Conventionally, boiler steel sheets have been used for the reactor pressure vessel, but research and development have progressed, and ferritic steels have been studied. ASTM A533 steel and the like are now in wide use.

原子炉圧力容器に使用されているフェライト鋼は、体心立方構造であり、低温で脆化し
て脆性−延性遷移温度が中性子照射により上昇し、上部棚にエネルギーが低下することが
知られている。そのため、原子炉圧力容器においては、運転中の温度、中性子照射等の使
用環境の影響により材料の脆化が危惧されており、材料の脆化の程度を確認するために、
サーベランス試験が行われている。このサーベランス試験で分析に使用される試験片は、
試験対象機器と同じ材料、使用環境で保管されたものであり、この試験片の材料特性変化
から供用中の機器の状態を推定するものである。
Ferritic steel used in nuclear reactor pressure vessels has a body-centered cubic structure, and it is known that the brittle-ductile transition temperature rises due to neutron irradiation due to embrittlement at low temperatures and the energy on the upper shelf decreases. . Therefore, in the reactor pressure vessel, material embrittlement is concerned due to the influence of the operating environment such as temperature during operation, neutron irradiation, etc. In order to confirm the degree of material embrittlement,
A surveillance test is being conducted. The specimen used for analysis in this surveillance test is
It is stored in the same material and usage environment as the device under test, and the state of the device in service is estimated from the change in the material properties of this test piece.

BWRでは圧力容器で使用する鋼のサーベランス試験で使用する監視試験片としてシャ
ルピー衝撃試験片や引張試験片が圧力容器内に装荷されており、破壊靱性評価はシャルピ
ー衝撃試験から得られたシャルピー吸収エネルギーからマスターカーブ法を用いて行って
いる。
In BWR, Charpy impact test pieces and tensile test pieces are loaded in the pressure vessel as monitoring test pieces used in the steel surveillance test in pressure vessels, and Charpy absorbed energy obtained from Charpy impact tests is evaluated in fracture toughness. From the master curve method.

このシャルピー吸収エネルギーから評価した破壊靭性値は、劣化評価としては有効であ
るが、設計・評価に直接反映できる破壊靭性値の絶対値ではない。また、シャルピー衝撃
試験は、動的試験であり、一般的なASTMやJSMEにより規定されている形態の二重
片持ちばり試験片、即ち、CT( Compact Tension)試験片による破壊靭性試験は試験速
度が異なっており、脆性と延性の遷移域において必ずしも一致しない可能性がある。
The fracture toughness value evaluated from this Charpy absorbed energy is effective as a deterioration evaluation, but is not an absolute value of the fracture toughness value that can be directly reflected in design and evaluation. The Charpy impact test is a dynamic test, and a fracture toughness test using a double cantilever test piece in a form defined by general ASTM or JSME, that is, a CT (Compact Tension) test piece is a test speed. Are different and may not necessarily match in the brittle and ductile transition regions.

BWRでは監視試験片を再生する手法が、日本電気協会規定JEAC4201で規格化されたが
、これも直接破壊靱性値を取得する評価方法ではない。
In BWR, the method of regenerating the monitoring specimen was standardized by JECA4201 of the Japan Electric Association, but this is not an evaluation method that directly acquires the fracture toughness value.

特開2003−294880号公報JP 2003-294880 A

上述した従来のBWRにおける圧力容器鋼の監視試験片からは、直接破壊靭性値を取得
する評価方法がないという課題があった。
From the monitoring specimen of the pressure vessel steel in the conventional BWR described above, there is a problem that there is no evaluation method for directly obtaining the fracture toughness value.

本発明は上述した課題を解決するためになされたものであり、原子炉圧力容器鋼の監視
試験片のうち引張試験片に着目し、引張試験後の残材の平行部あるいは引張試験片の平行
部に切り欠きを導入した後、曲げあるいは引張による破壊試験を行い、試験時の最大荷重
から破壊靭性値を取得する方法を提供することを目的とする。
The present invention has been made in order to solve the above-described problems. Focusing on the tensile test piece among the monitoring test pieces of the reactor pressure vessel steel, the parallel portion of the remaining material after the tensile test or the parallel of the tensile test piece is provided. An object is to provide a method of obtaining a fracture toughness value from a maximum load during a test by introducing a notch into a part and then performing a fracture test by bending or tension.

本発明に係る破壊靭性試験方法は、中央に平行部が形成された監視引張試験片の平行部
に機械的切り欠きを導入した後、疲労予き裂を導入した試験片を製作し、曲げ試験あるい
は引張試験を行い、破壊に至る最大荷重から破壊靭性値を取得することを特徴とする。
In the fracture toughness test method according to the present invention, a mechanical notch is introduced into a parallel part of a monitoring tensile test piece having a parallel part formed in the center, and then a test piece into which a fatigue precrack is introduced is produced, and a bending test is performed. Alternatively, a tensile test is performed, and the fracture toughness value is obtained from the maximum load leading to fracture.

本発明は、1本の監視引張試験片から破壊靭性試験結果を得ることが出来る。   In the present invention, a fracture toughness test result can be obtained from one monitored tensile test piece.

本発明に係る引張および破壊靭性試験方法を示す説明図。Explanatory drawing which shows the tension | pulling and fracture toughness testing method based on this invention. 本発明の他の実施例に使用する試験片を示す側面図。The side view which shows the test piece used for the other Example of this invention. (a)から(c)は各々全周、両側および片側切り欠きの状態を示す断面図。(A)-(c) is sectional drawing which shows the state of a perimeter, both sides, and one side notch, respectively. 本発明の他の実施例に使用する片側を平行部径まで加工した試験片を示す側面図。The side view which shows the test piece which processed the one side used for the other Example of this invention to the parallel part diameter. 本発明の他の実施例に使用する引張試験片ネジ部を除去した丸棒試験片を示す側面図。The side view which shows the round bar test piece which removed the tensile test piece screw part used for the other Example of this invention. 監視引張試験片を用いた破壊靭性評価フローを示すブロック図。The block diagram which shows the fracture toughness evaluation flow using the monitoring tensile test piece.

以下、本発明に係る監視試験片のうち引張試験片を用いた破壊靭性試験方法について、
図面を参照して説明する。
Hereinafter, for the fracture toughness test method using a tensile test piece of the monitoring test piece according to the present invention,
This will be described with reference to the drawings.

(実施例1)
サーベランス試験のひとつである中央に平行部が形成された引張試験片を使用した監視引
張試験で使用して切断された監視引張試験片1の試験片残材から破壊靭性試験を行う方法
を説明する。
Example 1
A method of performing a fracture toughness test from the remaining specimen of the monitored tensile test piece 1 cut by using the monitored tensile test using a tensile test piece having a parallel portion formed in the center, which is one of the surveillance tests, will be described. .

試験後に切断された監視引張試験片1のうち長い方の残材1aに対し、当初の監視引張
試験片1の平行部1cの径まで細く加工した丸棒2を製作した後、丸棒2の軸方向中心部
に機械的切り欠きを形成しさらに片側の疲労予き裂6を導入し、曲げによる破壊試験を行
うことで、破壊に至る最大荷重が得られ、破壊靭性値を求めることが出来る。
After producing the round bar 2 thinned to the diameter of the parallel part 1c of the original monitored tensile test piece 1 for the longer remaining material 1a of the monitored tensile test piece 1 cut after the test, By forming a mechanical notch in the center in the axial direction, introducing a fatigue crack 6 on one side, and performing a fracture test by bending, the maximum load leading to fracture can be obtained, and the fracture toughness value can be obtained .

この方法により、1本の監視引張試験片から引張試験結果と破壊靭性試験結果の両方を
得ることができる。
By this method, both a tensile test result and a fracture toughness test result can be obtained from a single monitored tensile test piece.

ただし、長い方の残材1aから加工した丸棒2のみでは短く、長さ的に十分な曲げ試験
が出来ない可能性がある。このため、図1に示すように、引張試験後の長い方の残材1a
および短い方の残材1bの両方について、当初の監視引張試験片1の平行部1cの径まで加
工した丸棒2、3を製作した後、短い方の残材1bで製作した丸棒3を切断して2分割し
、長い方の残材1aで製作した丸棒2の両端に2分割した短い方の残材1bで製作した丸棒
3を溶接等で接合5させた丸棒試験片4を製作する。
However, only the round bar 2 processed from the longer remaining material 1a is short, and there is a possibility that a sufficient bending test cannot be performed. Therefore, as shown in FIG. 1, the longer remaining material 1a after the tensile test
For both of the remaining material 1b and the shorter remaining material 1b, after manufacturing the round bars 2 and 3 processed to the diameter of the parallel portion 1c of the initially monitored tensile test piece 1, the round bar 3 manufactured with the shorter remaining material 1b is prepared. A round bar test piece 4 in which a round bar 3 made of the shorter remaining material 1b divided into two at both ends of the round bar 2 made of the longer remaining material 1a is cut and joined 5 by welding or the like. Is produced.

丸棒試験片4中心部に片側の機械的切り欠き+疲労予き裂6を導入し、曲げによる破壊
試験を行うことで、破壊に至る最大荷重が得られ、破壊靭性値を求めることが出来る。
By introducing a mechanical notch + fatigue precrack 6 on one side at the center of the round bar test piece 4 and conducting a fracture test by bending, the maximum load leading to fracture can be obtained, and the fracture toughness value can be obtained. .

なお、監視引張試験片1の長い方の残材1aから加工した丸棒2と短い方の残材1bで製
作した丸棒3の接合6方法として、一般的には溶接が考えられる。しかし、試験片が小さ
いことを考慮すると低入熱による接合方法が望ましい。
In general, welding can be considered as a method 6 for joining the round bar 2 processed from the longer remaining material 1a of the monitored tensile test piece 1 and the round bar 3 manufactured from the shorter remaining material 1b. However, considering that the test piece is small, a joining method with low heat input is desirable.

低入熱の接合方法としては、非溶融接合である、高速で回転させながら2つの被接合部
材を接触させて、接触部分の摩擦熱によりこれらを接合する摩擦圧接(摩擦攪拌接合)や
、母材を溶融させることなく加熱・加圧保持し、接合面を横切って接合界面の原子を拡散
させ、金属学的に完全な接合部を得る拡散接合が挙げられるが、他の接合方法を適宜使用
することができるのはもちろんである。
As a low heat input joining method, non-melting joining is performed such as friction welding (friction stir welding) in which two members to be joined are brought into contact with each other while rotating at high speed, and these are joined by frictional heat at the contact portion, Diffusion bonding that includes heating and pressurization without melting the material, diffusing atoms at the bonding interface across the bonding surface, and obtaining a metallurgically complete bonding portion is used, but other bonding methods are used as appropriate Of course you can.

(実施例2)
次に監視引張試験片1から引張試験を行わずに、直接破壊靭性試験を行う方法について説
明する。
(Example 2)
Next, a method of performing a direct fracture toughness test without performing a tensile test from the monitored tensile test piece 1 will be described.

供試材としてASTM A533 Gr.B Cl.1に準拠した低合金鋼(C:0.2
1%、Si:0.26%、Mn:1.46%、P:0.018%、S:0.023%、N
i:0.56%、Mo:0.48%)を用い、試験片は図2に示すASTM A370記
載の小型試験片7(平行部:φ6.35mm)を使用した。
As a test material, ASTM A533 Gr. B Cl. 1 low alloy steel (C: 0.2
1%, Si: 0.26%, Mn: 1.46%, P: 0.018%, S: 0.023%, N
i: 0.56%, Mo: 0.48%), and a small test piece 7 (parallel part: φ6.35 mm) described in ASTM A370 shown in FIG. 2 was used as the test piece.

表面の切り欠き導入位置として、図3(a)から(c)に示す全周切り欠き11、両側
表面切り欠き12および片側表面切り欠き13の3通りが考えられる。また、試験片を破
壊する方法として、軸力方向に引張方法と実施例1で示した曲げ試験の2通りが考えられ
るが、軸力方向の引張の場合、軸力モーメントと曲げモーメントの両方を考慮する必要が
あること、および監視試験片が照射環境下にあり、取り扱いが容易でないことを考慮する
と、曲げ試験の方が容易と考えられる。
As the notch introduction position on the surface, there are three possible positions, ie, the notch 11 on the entire circumference, the notch on both sides 12 and the notch 13 on one side shown in FIGS. In addition, as a method of destroying the test piece, there are two methods of tensioning in the axial force direction and the bending test shown in Example 1. In the case of tensioning in the axial force direction, both the axial force moment and the bending moment are considered. Considering that there is a need to consider and that the monitoring specimen is in an irradiation environment and is not easy to handle, the bending test is considered easier.

曲げ試験を行うにあたり、曲げの支持部と平行部に導入する切り欠き部11,12,1
3が同一面でなければならないため、図4に示すように片側を平行部径まで加工した試験
片21、あるいは図5に示すように全体を平行部径に合わせた丸棒試験片31のように引
張試験片ネジ部を除去した試験片を製作する必要がある。
In conducting the bending test, the notch portions 11, 12, 1 introduced into the bending support portion and the parallel portion.
3 must be on the same surface, as shown in FIG. 4, a test piece 21 with one side processed to a parallel part diameter, or a round bar test piece 31 with the entire parallel part diameter shown in FIG. It is necessary to manufacture a test piece from which the tensile test piece screw part is removed.

ここでは丸棒試験片31を用い、疲労予き裂導入前の機械加工によるノッチ寸法を、約
1.5mmとした後、表面片側に疲労予き裂導入した。また、本実施例における曲げ試験
は脆化材料模擬として−150℃の環境下で繰り返し2本の試験を実施した。この曲げ試
験後の破面を観察すると機械的切欠き11、12、13と疲労予き裂14の他は全て脆性
破面であった。以上の結果、本提案の曲げ試験により脆性破壊が生じるとともに、最大荷
重値を得ることが出来た。
Here, a round bar test piece 31 was used, and the notch size obtained by machining before introducing the fatigue precrack was set to about 1.5 mm, and then the fatigue precrack was introduced on one side of the surface. Moreover, the bending test in a present Example repeatedly implemented two tests in the environment of -150 degreeC as a brittle material simulation. When the fracture surface after this bending test was observed, all of them except the mechanical notches 11, 12, 13 and the fatigue precrack 14 were brittle fracture surfaces. As a result, brittle fracture occurred and the maximum load value could be obtained by the proposed bending test.

曲げを受ける表面き裂付き丸棒のK値は、参考文献1(木内ほか、表面切り欠きを有す
る丸棒の脆性破壊強度評価、鉄と鋼、Vol68、No13(1982)、p1830-1838)を参考に(1
)式により算出可能である。
The K value of round bars with surface cracks subjected to bending is shown in Reference 1 (Kiuchi et al., Brittle Fracture Strength Evaluation of Round Bars with Surface Notches, Iron and Steel, Vol68, No13 (1982), p1830-1838). For reference (1
) Formula.

K=Mb・σ・√(πa)・・・(1)
M=1.12-(2.37/D+0.36/R)a+(4.44/D2+0.663/(R・)a2+(1.35/D3-2.81/(R・D2)a3
D:試験片直径
Mb:曲げモーメント
a:き裂長さ
σb:曲げ応力
以上の式を用いて丸棒試験片31を用いてK値を求めることが可能であり、監視引張試験
から直接的に破壊靭性値を得ることが確認出来た。
K = M b · σ b · √ (πa) (1)
M b = 1.12- (2.37 / D + 0.36 / R) a + (4.44 / D 2 + 0.663 / (R ・) a 2 + (1.35 / D 3 -2.81 / (R ・ D 2 ) a 3
D: Specimen diameter
M b : Bending moment
a: Crack length σ b : K value can be obtained using a round bar test piece 31 using an equation greater than bending stress, and it can be confirmed that a fracture toughness value is obtained directly from a monitoring tensile test. It was.

(実施例3)
次に引張による破壊靭性試験について検討する。丸棒型引張試験片から破壊靭性値を取得
するためには、試験片に切り欠きを導入する必要がある。特に、切り欠き形状が重要であ
ることから、丸棒試験片に対し目標の切り欠き形状を導入することが重要である。丸棒型
引張試験片では、図3(a)で示したように全周に均一な切り欠き11を付与することが
出来れば、すでに公開された文献(STRESS INTENSITY FACTORS HANDBOOK, Vol.2, 643-64
5「A CIRCUMFERENTAL CRACK OR AN INFINITE ROW OF CIRCUMFERENTIAL CRACKS IN A CYLI
NDICAL BAR UNDER TENSION」)に記載されている破壊靭性評価が可能である。
(Example 3)
Next, the tensile toughness test will be examined. In order to obtain a fracture toughness value from a round bar type tensile test piece, it is necessary to introduce a notch into the test piece. In particular, since the notch shape is important, it is important to introduce the target notch shape to the round bar test piece. In the round bar type tensile test piece, as shown in Fig. 3 (a), if a uniform notch 11 can be given to the entire circumference, a published literature (STRESS INTENSITY FACTORS HANDBOOK, Vol.2, 643 -64
5 `` A CIRCUMFERENTAL CRACK OR AN INFINITE ROW OF CIRCUMFERENTIAL CRACKS IN A CYLI
Fracture toughness evaluation described in “NDICAL BAR UNDER TENSION”) is possible.

ただし、今回の対象は脆化材料であり、全周に均一な切り欠きを付与することは困難で
ある。また、片側表面切り欠きでは、軸力方向に荷重を掛けて試験を行うと、片側のみに
付加が大きくなり、曲げ応力が発生する可能性がある。従って、引張型の破壊靭性試験を
行うには、引張軸方向に均等に破壊が進展すると想定される図3(b)で示したように両
側表面切り欠きが望ましい。
However, the object this time is a brittle material, and it is difficult to give a uniform notch to the entire circumference. In addition, when a test is performed with a load applied in the axial force direction with a one-side surface notch, there is a possibility that bending is generated only on one side and bending stress is generated. Therefore, in order to perform a tensile type fracture toughness test, it is desirable to have notches on both sides as shown in FIG. 3 (b), where fracture is assumed to progress evenly in the direction of the tensile axis.

(実施例4)
実際の監視引張試験片を用いて破壊靭性試験を行う場合、試験材料が脆性ではなく延性破
壊の場合も想定される。延性材料の場合、K値を求めることが出来ず、J値を求めること
になる。J値の求める手法として複数き裂試験片が考えられるが、数に限りがある監視引
張試験片では適用が困難である。
Example 4
When a fracture toughness test is performed using an actual monitored tensile specimen, it is assumed that the test material is not brittle but is ductile. In the case of a ductile material, the K value cannot be obtained, and the J value is obtained. A plurality of crack specimens can be considered as a method for obtaining the J value, but it is difficult to apply to a monitoring tensile specimen having a limited number.

1本の監視引張試験片から破壊靭性値を取得することが望ましいことから、丸棒型引張
試験片を用いた破壊靭性値取得は図5のフローに従って評価を進めることで1本の試験片
で評価が可能となる。疲労予き裂導入後、曲げによりき裂を進展させ、荷重−開口変位線
図を取得し、脆性材料ならば最大荷重値と破面観察結果からK値を求め、延性で安定延性
き裂が認められた場合は、延性材料であると評価する。
Since it is desirable to acquire the fracture toughness value from one monitored tensile test piece, the fracture toughness value acquisition using the round bar type tensile test piece can be performed with one test piece by proceeding with the evaluation according to the flow of FIG. Evaluation is possible. After the fatigue precrack is introduced, the crack is propagated by bending and a load-opening displacement diagram is obtained. If it is brittle, the K value is obtained from the maximum load value and the fracture surface observation result. If yes, evaluate as a ductile material.

よって、上記実施例1から4によれば1本の監視引張試験片から引張試験結果と破壊靭
性試験結果の両方を得ることが出来る。
Therefore, according to Examples 1 to 4, both the tensile test result and the fracture toughness test result can be obtained from one monitored tensile test piece.

1…監視引張試験片、1a,1b…残材、1c…平行部、2…長い方の残材から加工した
丸棒、3…短い方の残材から加工した丸棒、4…残材を接合して製作した丸棒試験片、5
…接合部、6…切欠き+疲労予き裂、7…小型引張試験片、11、12、13…機械加工
切り欠き、14…疲労予き裂、21…一部平坦な曲げ試験片、31…丸棒曲げ試験片。
DESCRIPTION OF SYMBOLS 1 ... Monitoring tensile test piece, 1a, 1b ... Remaining material, 1c ... Parallel part, 2 ... Round bar processed from longer remaining material, 3 ... Round bar processed from shorter remaining material, 4 ... Remaining material Round bar specimen manufactured by joining, 5
... Junction, 6 ... Notch + fatigue pre-crack, 7 ... Small tensile specimen, 11, 12, 13 ... Machined notch, 14 ... Fatigue pre-crack, 21 ... Partially flat bending specimen, 31 ... Round bar bending test piece.

Claims (5)

中央に平行部が形成された監視引張試験片の平行部に機械的切り欠きを導入した後、疲労予き裂を導入した試験片を製作し、曲げ試験あるいは引張試験を行い、破壊に至る最大荷重から破壊靭性値を取得することを特徴とする破壊靭性試験方法。 After introducing a mechanical notch into the parallel part of a monitored tensile test piece with a parallel part in the center, manufacture a test piece with a fatigue precrack, and perform a bending test or a tensile test. A fracture toughness test method characterized by obtaining a fracture toughness value from a load. 前記機械的切り欠きは、前記監視引張試験片の軸に対して垂直に外表面から一方向に形成された片側の機械的切り欠きであり前記試験片に対して、曲げによる破壊試験を行い、破壊に至る最大荷重から破壊靭性値を取得することを特徴とする請求項1記載の破壊靭性試験方法。 Said mechanical notch, said is a notch on one side of a mechanical cut formed from the outer surface in one direction perpendicular to the axis of the monitoring tensile bar, with respect to the test piece, carried out destructive test by bending The fracture toughness test method according to claim 1, wherein a fracture toughness value is obtained from a maximum load leading to fracture. 前記試験片は、前記監視引張試験片のネジ部を機械加工により除去した後、前記機械的切り欠きを導入し、疲労予き裂を導入したことを特徴とする請求項2記載の破壊靭性試験方法。 The test piece is removed by machining the threaded portion of the monitoring tensile specimen, introducing the mechanical notch fracture toughness testing according to claim 2, characterized in that the introduction of Fatigue pre Crack Method. 前記試験片は、前記監視引張試験片を機械加工により全て前記平行部の径まで除去した丸棒とした後、前記機械的切り欠きを導入し、疲労予き裂を導入したことを特徴とする請求項2記載の破壊靭性試験方法。 The test piece, after said monitor tensile specimen machined by a round bar which is removed to the diameter of all the parallel portion, and introducing the mechanical notch, characterized in that the introduction of Fatigue pre Crack The fracture toughness test method according to claim 2. 前記機械的切り欠きは、全周に均一な機械的切り欠きまたは軸に対して垂直に外表面から一方向とこの一方向と対向する方向に形成された両側の機械的切り欠きを導入した後、疲労予き裂を導入したことを特徴とする請求項1記載の破壊靭性試験方法。 The mechanical notch is formed by introducing a uniform mechanical notch on the entire circumference or a mechanical notch on both sides formed in one direction from the outer surface perpendicular to the axis and in a direction opposite to this one direction. The fracture toughness test method according to claim 1, wherein a fatigue precrack is introduced.
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