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論文

Fatigue crack growth for ferritic steel under negative stress ratio

山口 義仁; 長谷川 邦夫; Li, Y.

Journal of Pressure Vessel Technology, 142(4), p.041507_1 - 041507_6, 2020/08

 被引用回数:0

疲労亀裂進展中における亀裂の開閉口は、亀裂進展速度の評価において重要な現象である。ASME Code Section XIのAppendix A-4300は、負の応力比におけるフェライト鋼の疲労亀裂進展速度を算出する式について、負荷の大きさに応じて二つ提示している。一つは、負荷が小さい場合に、亀裂の閉口を考慮する式である。もう一つは、負荷が大きい場合に、亀裂の閉口を考慮しない式である。本研究では、フェライト鋼に対して、負荷の大きさを徐々に変えながら疲労亀裂進展試験を実施し、負荷の大きさが亀裂閉口に及ぼす影響を調査した。その結果、Appendix A-4300における疲労亀裂進展速度算出式を切り替える負荷の大きさと比較して、より小さい負荷で亀裂が閉口することを明らかにした。

論文

Plastic collapse stresses for thick wall pipes with external cracks

長谷川 邦夫; Li, Y.; Lacroix, V.*; Mares, V.*

Proceedings of 2019 ASME Pressure Vessels and Piping Conference (PVP 2019) (Internet), 8 Pages, 2019/07

周方向欠陥を有する管の曲げによる塑性崩壊応力はASME Code Section XIにあるAppendix Cに用意されている極限荷重評価式で推定される。この式は外表面や内表面にある亀裂の管に適用される。一方、われわれは亀裂断面の平均半径を亀裂のあるところと無いところの平均半径を考慮した式を開発した。Appendix Cとこの式から得られる塑性崩壊応力を比較したところ、小口径で肉厚の厚い管では20から30%、Appendix Cによる応力は非保守的になることが分かったことから、Appendix Cの式の適用条件を検討した。

論文

Consideration on fatigue crack growth thresholds under negative stress ratio

長谷川 邦夫; 宇佐美 三郎*; Lacroix, V.*

Proceedings of 2019 ASME Pressure Vessels and Piping Conference (PVP 2019) (Internet), 6 Pages, 2019/07

維持規格等のいくつかのコードで疲労亀裂進展しきい値が用意されている。繰り返し荷重を受け、亀裂を含む機器を評価するとき、最大応力拡大係数と最小応力拡大係数が必要である。しかしながら、応力比$$R$$が負のとき疲労亀裂進展しきい値の定義が明確でない。さらに、応力比$$R$$が負のときこのしきい値は一定値として与えられている。本報では実験データから得られたしきい値を最大応力拡大係数に換算したところ一定値でないことを示す。さらに、応力比$$R$$が負のときのしきい値について検討した。

論文

A Comparison of proximity rules for surface planar flaws

Bouydo, A.*; Dulieu, P.*; Lacroix, V.*; 長谷川 邦夫; Mares, V.*

Proceedings of 2019 ASME Pressure Vessels and Piping Conference (PVP 2019) (Internet), 10 Pages, 2019/07

Flaw assessment according to Fitness-For-Service (FFS) codes is usually based on equations describing the impact of a single flaw in piping or pressure vessels components. However, when multiple flaws are detected, interaction rules are to be taken into account to evaluate whether these flaws should be combined into a larger flaw or should be evaluated as separate ones. In recent years, numerous works have be done to evaluate the conservatism of the interaction rules required by FFS code and, if needed, establish new characterization rules. These new characterization rules are based on the distance between flaws, their depths their lengths or a combination of these three parameters in order to reflect the level of interaction between adjacent flaws. A comparison, focusing on multiple surface planar flaws, between ASME B&PV Section XI current combination rules, other Fitness-For-Service codes and other interaction rules established by fellow authors in presented in this paper.

論文

Generic proximity rules for multiple radially oriented planar flaws; Technical basis of code case N-877 revision 1

Dulieu, P.*; Lacroix, V.*; 長谷川 邦夫

Proceedings of 2019 ASME Pressure Vessels and Piping Conference (PVP 2019) (Internet), 9 Pages, 2019/07

In the case of planar flaws detected in pressure components, flaw characterization plays a major role in the flaw acceptability assessment. When the detected flaws are in close proximity, proximity rules given in the Fitness-for-Service (FFS) Codes require to combine the interacting flaws into a single flaw. However, the specific combination criteria of planar flaws vary across the FFS Codes. These criteria are often based on flaw depth and distance between flaws only. However, the level of interaction depends on more parameters such as the relative position of flaws, the flaw sizes and their aspect ratio. In this context, revised and improved proximity criteria have been developed to more precisely reflect the actual interaction between planar flaws. Thanks to numerous three-dimensional XFEM analyses, a wide range of configurations has been covered, including interaction between two surface flaws, interaction between two subsurface flaws and interaction between a surface flaw and a subsurface flaw. This paper explains in detail the steps followed to derive such a generic proximity rules for radially oriented planar flaws.

論文

Plastic collapse stresses based on flaw combination rules for pipes containing two circumferential similar flaws

長谷川 邦夫; Li, Y.; Kim, Y.-J.*; Lacroix, V.*; Strnadel, B.*

Journal of Pressure Vessel Technology, 141(3), p.031201_1 - 031201_5, 2019/06

 被引用回数:0 パーセンタイル:100(Engineering, Mechanical)

2個の欠陥が近接して存在する場合は、これらの欠陥は1つの欠陥に合体される。この合体評価は多くの国の維持規格に採用されているが、具体的な合体クライテリアは異なっている。一方、2個の周方向欠陥を有するステンレス鋼配管の曲げ試験が行われており、塑性崩壊荷重は求められている。また、解析的な式も導かれている。本研究では、これらの実験と解析結果から得られる塑性崩壊応力を合体クライテリアから導かれる塑性崩壊応力と比較した。その結果、合体クライテリアを用いた塑性崩壊応力は、実験や解析結果と極めて異なることが分かった。

論文

Plastic collapse stresses for pipes with inner and outer circumferential cracks

Mares, V.*; 長谷川 邦夫; Li, Y.; Lacroix, V.*

Journal of Pressure Vessel Technology, 141(2), p.021203_1 - 021203_6, 2019/04

 被引用回数:1 パーセンタイル:58.73(Engineering, Mechanical)

周方向に内外表面亀裂を有する管の塑性崩壊応力は、米国機械学会のボイラーと圧力容器の規格のSection XIのAppendix Cで推定式が記載されている。このAppendix Cの推定式は欠陥形状が同じであれば内外表面亀裂の塑性崩壊応力は同じである。われわれは、管の平均半径を欠陥面と欠陥以外の面の2つの平均半径を考慮し、内外表面亀裂を有する管の塑性崩壊応力を導いた。その結果、外表面欠陥の塑性崩壊応力は、管の厚さが大きく亀裂が深くて長いとき、Appendix Cの推定式は大きく、非安全側になることが分かった。

論文

Failure bending moment of pipes containing multiple circumferential flaws with complex shape

Li, Y.; 東 喜三郎*; 長谷川 邦夫

International Journal of Pressure Vessels and Piping, 171, p.305 - 310, 2019/03

 被引用回数:0 パーセンタイル:100(Engineering, Multidisciplinary)

Flaws due to stress corrosion cracking have been detected in piping systems in nuclear power plants. Failure bending moment of a ductile pipe containing a circumferential flaw is predicted using the net-section stress approach according to ASME Code Section XI as a limit load criterion. However, in the current code, the failure bending moment can only be adopted for a pipe containing a single circumferential flaw with constant depth. In this study, a failure estimation method for pipes containing multiple circumferential flaws with complicated shapes was proposed. Furthermore, failure experiments were performed for stainless steel pipes containing two circular circumferential flaws. The failure bending moments obtained from the experiments were compared with the estimated results. Based on the experimental results, it was concluded that the proposed failure estimation method satisfactorily represents the failure behavior of the pipes and can be applied in engineering application.

論文

Stress intensity factors for transformed surface flaws and remaining fatigue lives based on flaw-to-surface proximity rules

長谷川 邦夫*; Strnadel, B.*; Li, Y.; Lacroix, V.*

Journal of Pressure Vessel Technology, 140(5), p.051204_1 - 051204_7, 2018/10

 被引用回数:0 パーセンタイル:100(Engineering, Mechanical)

Subsurface flaws are sometimes found as blowholes near free surfaces of structural components. It can be easily expected that the stress intensity factor at the tip of the subsurface flaw increases with decreasing the ligament distance. Fitness-for-service (FFS) codes provide flaw-to-surface proximity rules which are transformation from subsurface to surface flaw. Although the concept of the proximity rules of the FFS codes are the same, the specific criteria for the rules on transforming subsurface flaws to surface flaws are different amongst FFS codes. This study demonstrates the proximity criteria provided by the FFS codes and indicates that the increment of the stress intensity factors before and after the transformation from subsurface to surface flaws. In addition, it is shown that remaining fatigue lives for pipes with flaws are strongly affected by the location at the transformation from subsurface to surface flaws.

論文

Prediction for plastic collapse stresses for pipes with inner and outer circumferential flaws

長谷川 邦夫; Li, Y.; Mares, V.*; Lacroix, V.*

Proceedings of 2018 ASME Pressure Vessels and Piping Conference (PVP 2018), 5 Pages, 2018/07

周方向の表面欠陥を有する管の曲げによる塑性崩壊応力はASME Code Section X Appendix C-5320の式により推定される。この式は、管の内外表面欠陥に適用される。著者らは欠陥部分の管の平均半径を考慮し、内外表面欠陥を有する管の塑性崩壊応力式を導いた。その結果、外表面欠陥を有する管の塑性崩壊応力はAppendix Cの式から得られる応力より小さく、内表面欠陥の応力はAppendix Cの応力より大きいことを見出した。

論文

Plastic collapse stresses for pipes with circumferential twin flaws using combination rules

長谷川 邦夫; Li, Y.; Kim, Y.-J.*; Valery, L.*; Bohumir, S.*

Proceedings of 2018 ASME Pressure Vessels and Piping Conference (PVP 2018), 6 Pages, 2018/07

複数の欠陥が近接して検出された場合、この欠陥は欠陥間の距離を欠陥の深さあるいは長さと比較して合体の可否が判断される。ステンレス鋼に2個の同一欠陥を設けた配管の崩壊曲げ試験結果があり、この実験結果と基準に則った方法で計算した崩壊応力を比較した。その結果、実験結果は欠陥間の距離が増大すると崩壊応力が増加するのに対して、計算結果はその逆となった。一方、2個の欠陥が独立と判断された場合は崩壊応力は急激に増加する。深さを基準にした合体は非保守的となり、長さを基準とした合体は極めて保守的であることを見出した。

論文

Fatigue crack growth for ferritic steel under negative stress ratio

山口 義仁; 長谷川 邦夫; Li, Y.

Proceedings of 2018 ASME Pressure Vessels and Piping Conference (PVP 2018), 6 Pages, 2018/07

疲労亀裂進展中における亀裂の開閉口は、亀裂進展速度の評価において重要な現象である。ASME Code Section XIのAppendix A-4300は、負の応力比におけるフェライト鋼の疲労亀裂進展速度を算出する式について、負荷の大きさに応じて二つ提示している。一つは、負荷が小さい場合に、亀裂の閉口を考慮する式である。もう一つは、負荷が大きい場合に、亀裂の閉口を考慮しない式である。本研究では、フェライト鋼に対して、負荷の大きさを徐々に変えながら疲労亀裂進展試験を実施し、負荷の大きさが亀裂閉口に及ぼす影響を調査した。その結果、Appendix A-4300における疲労亀裂進展速度算出式を切り替える負荷の大きさと比較して、より小さい負荷で亀裂が閉口することを明らかにした。

論文

Rules for flaw interaction for subsurface flaws in operating pressurized vessels; Technical basis of code case N-877

Lacroix, V.*; Dulieu, P.*; Blasset, S.*; Tiete, R.*; Li, Y.; 長谷川 邦夫; Bamford, W.*; Udyawar, A.*

Proceedings of 2018 ASME Pressure Vessels and Piping Conference (PVP 2018), 10 Pages, 2018/07

When multiple flaws are detected in pressure retaining components during inspection, the first step of evaluation consists of determining whether the flaws shall be combined into a single flaw or evaluated separately. This combination process is carried out in compliance with proximity rules given in the Fitness-for-Service (FFS) Codes. However, the specific criteria for the rules on combining multiple flaws into a single flaw are different among the FFS Codes. In this context, revised and improved criteria have been developed, to more accurately characterize the interaction between multiple subsurface flaws in operating pressure vessels. This improved approach removes some of the conservatism in the existing ASME Code approach, which was developed in the 1970s based on two flaws interacting with each other. This paper explains in detail the methodology used to derive improved flaw proximity rules through three-dimensional FEM and XFEM analyses. After the presentation of the calculations results and the improved criteria, the paper also highlights the multiple conservatisms of the methodology using several sensitivity analyses.

論文

Alternative characterization rules for multiple surface planar flaws

Dulieu, P.*; Lacroix, V.*; 長谷川 邦夫; Li, Y.; Strnadel, B.*

Proceedings of 2018 ASME Pressure Vessels and Piping Conference (PVP 2018), 10 Pages, 2018/07

When multiple surface flaws are detected in pressure components, their potential interaction is to be assessed to determine whether they must be combined or evaluated independently of each other. This assessment is performed through the flaw characterization rules of Fitness-For-Service (FFS) Codes. However, the specific combination criteria of surface flaws are different among the FFS Codes. Most of the time, they consist of simple criteria based on distance between flaws and flaw depth. This paper aims at proposing alternative characterization rules reflecting the actual level of interaction between surface planar flaws. This interaction depends on several parameters such as the relative position of flaws, the flaw sizes and their aspect ratio. Thanks to numerous threedimensional XFEM simulations, best suited combination criteria for surface planar flaws are derived by considering the combined influence of these parameters.

論文

Numerical study on longitudinal distance effect on failure stress of non-aligned twin cracked pipe

Nguyen, T.-L.*; Lee, M.-W.*; 長谷川 邦夫; Kim, Y.-J.*

Proceedings of 2018 ASME Pressure Vessels and Piping Conference (PVP 2018), 7 Pages, 2018/07

軸方向に離れた位置に存在する異なる断面の2個の寸法が同じである周方向亀裂を有する配管の曲げ破壊応力について、亀裂間の軸方向距離Hをパラメータとして、数値解析を行った。その結果、深くて短い亀裂はHが増加すると破壊曲げ応力が増加するが、浅くて長い亀裂はHに依存しないことが分かった。

論文

Effect of rattling motion without cage structure on lattice thermal conductivity in LaOBiS$$_{2-x}$$Se$$_x$$

Lee, C. H.*; 西田 篤弘*; 長谷川 巧*; 西当 弘隆*; 國岡 春乃*; 河村 聖子; 中村 充孝; 中島 健次; 水口 佳一*

Applied Physics Letters, 112(2), p.023903_1 - 023903_4, 2018/01

 被引用回数:17 パーセンタイル:10.38(Physics, Applied)

LaOBiS$$_{2-x}$$Se$$_x$$の低エネルギーフォノンを中性子非弾性散乱によって調べた。主にBi原子の振動に関連すると思われる分散のないフラットなフォノンが、比較的低いエネルギー$$E = 6 sim 6.7$$meVに観測された。このフォノンは、S原子よりも原子質量の大きいSeをドープし格子が膨張することによってソフト化する。同時に、Seドープにより格子熱伝導率が減少する。これらの結果は、LaOBiS$$_{2-x}$$Se$$_x$$が籠状構造を持たないにもかかわらず、Bi原子のラットリングが籠状化合物のラットリングのようにフォノンを散乱しうるということを示唆しており、それが熱電特性を向上させるのに寄与していると考えられる。

論文

Proposal of a new subsurface-to-surface flaw transformation rule for fatigue crack growth analyses

Lacroix, V.*; Bouydo, A.*; 勝又 源七郎*; Li, Y.; 長谷川 邦夫

Proceedings of 2017 ASME Pressure Vessels and Piping Conference (PVP 2017) (CD-ROM), 7 Pages, 2017/07

This paper summarizes the steps leading to the improvement of the ASME Code Section XI subsurface-to-surface proximity rule. Based on fatigue crack growth calculations and refined investigations, the paper proposes a new limit value for the surface proximity factor. As a result, a proposal for modification of the ASME Code Section XI, Appendix C is provided. The paper is used for the technical basis of this proposal.

論文

Closed-form stress intensity factor solutions for deep surface cracks in cylinders subjected to global bending

東 喜三郎*; Li, Y.; 長谷川 邦夫; Shim, D. J.*

Proceedings of 2017 ASME Pressure Vessels and Piping Conference (PVP 2017) (CD-ROM), 7 Pages, 2017/07

Materials made of alloy 82/182/600 used in pressurized water reactors are known to be susceptible to primary water stress corrosion cracking. The depth, ${it a}$, of flaws due to primary water stress corrosion cracking can be larger than the half of crack length ${it c}$, which is referred to as cracks with large aspect ratios. The stress intensity factor solution for cracks plays an important role to predict crack propagation and failure. However, Section XI of the ASME Boiler and Pressure Vessel Code does not provide the solutions for cracks with large aspect ratios. This paper presents the stress intensity factor solutions for circumferential surface cracks with large aspect ratios in cylinders under global bending loads. Finite element solutions were used to fit closed-form equations with influence coefficients ${it G}$gb. The closed-form solutions for coefficient ${it G}$gb were developed at the deepest points and the surface points of the cracks with aspect ratios ranged from 1.0 to 8.0.

論文

Study on the relationship between interaction factors and stress intensity factor for elliptical flaws

東 喜三郎*; Li, Y.; 長谷川 邦夫

Proceedings of 2017 ASME Pressure Vessels and Piping Conference (PVP 2017) (CD-ROM), 6 Pages, 2017/07

The interaction of multiple flaws in close proximity to one another may increase the stress intensity factor of the flaw in structures and components. This interaction effect is not distributed uniformly along the crack front. For instance, the strongest interaction is generally observed at the point closest to a neighboring flaw. For this reason, the closest point shows a higher value of the stress intensity factor than all other points in some cases, even if the original value at the point of the single flaw is relatively low. To clarify the condition when the closest point shows the maximum stress intensity factor, we investigated the interaction of two equal elliptical flaws in an infinite model subjected to remote tension loading. The stress intensity factor of the elliptical flaws was obtained be performing finite element analysis of a linear elastic solid. The results indicated that the interaction factors along the crack front can be expressed by a simple empirical formula. Finally, we show the relationship between geometrical features of the flaw and the stress intensity factor at the closest point.

論文

Closed-form stress intensity factor solutions for deep surface cracks in plates

東 喜三郎*; Li, Y.; 長谷川 邦夫; Xu, S.*

Proceedings of 2017 ASME Pressure Vessels and Piping Conference (PVP 2017) (CD-ROM), 9 Pages, 2017/07

Materials made of alloy 82/182/600 used in light-water reactors are known to be susceptible to stress corrosion cracking. It is known that the depth ${it a}$ of some cracks due to primary water stress corrosion cracking is larger than the half of crack length ${it c}$. The stress intensity factor solution for cracks plays an important role to predict crack propagation and failure. However, Section XI of the ASME Boiler and Pressure Vessel Code does not provide the solutions for cracks with large aspect ratios. In this study, closed-form stress intensity factor influence coefficients for deep surface cracks in plates are discussed. The crack tip stress distribution was represented by a fourth degree polynomial equation. Influence coefficient tables obtained by using finite element analysis in previous studies were used for curve fitting. The closed-form solutions for the coefficient were developed at the surface points, the deepest points, and the maximum points of the cracks with aspect ratios ranged from 1.0 to 8.0.

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