JPH07242992A - Steel plate having fatigue crack arresting effect - Google Patents

Steel plate having fatigue crack arresting effect

Info

Publication number
JPH07242992A
JPH07242992A JP3853894A JP3853894A JPH07242992A JP H07242992 A JPH07242992 A JP H07242992A JP 3853894 A JP3853894 A JP 3853894A JP 3853894 A JP3853894 A JP 3853894A JP H07242992 A JPH07242992 A JP H07242992A
Authority
JP
Japan
Prior art keywords
less
addition
hard
soft part
fatigue crack
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP3853894A
Other languages
Japanese (ja)
Other versions
JP2962134B2 (en
Inventor
Masato Yamashita
正人 山下
Tomoya Fujiwara
知哉 藤原
Kazushige Arimochi
和茂 有持
Hideaki Yuki
英昭 幸
Hideji Okaguchi
秀治 岡口
Takeshi Ichinose
威 一ノ瀬
Takahiro Kushida
隆弘 櫛田
Noboru Yoda
登 誉田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon Steel Corp
Original Assignee
Sumitomo Metal Industries Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sumitomo Metal Industries Ltd filed Critical Sumitomo Metal Industries Ltd
Priority to JP3853894A priority Critical patent/JP2962134B2/en
Publication of JPH07242992A publication Critical patent/JPH07242992A/en
Application granted granted Critical
Publication of JP2962134B2 publication Critical patent/JP2962134B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To produce a steel plate hardly causing fatigue crack propagation by specifying a composition consisting of C, Si, Mn, Al, Cr, Mo, Ni, Cu, Nb, Ti, V, and Fe and also specifying a hardness difference between the hard part and the soft part in a structure. CONSTITUTION:This steel plate having a fatigue crack arresting effect can be obtained by providing a steel plate which has a composition consisting of, by weight, 0.01-0.3% C, 0.1-0.5% Si, 0.3-2.0% Mn, 0.005-0.1% sol.Al, 0-1.5% Cr, 0-0.6% Mo, 0-0.5% Ni, 0-1.0% Cu, 0-0.1% Nb, 0-0.1% Ti, 0-0.1% V, and the balance Fe with inevitable impurities and also has a structure consisting of a hard part and a soft part and having a hardness difference of >=150 Vickers hardness between these two parts. Further, it is preferable that the above structure is composed of a soft part of 50mum average grain size dispersed in a matrix of hard part or the average spacing of the hard pant is regulated to <=50mum.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、土木建築構造物、船
体、海洋構造物や装置およびラインパイプ等の材料とし
て好適な、大気中および腐食環境中において疲労亀裂進
展特性に優れる鋼板に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a steel sheet which is suitable as a material for civil engineering structures, ships, marine structures and equipment, line pipes and the like, and which has excellent fatigue crack growth characteristics in the atmosphere and in corrosive environments.

【0002】[0002]

【従来の技術】近年、土木建築構造物等は大型化および
軽量化が要求されており、このため、構造用鋼材の高強
度化が望まれている。船体用材料等でも、大型化および
コストダウンの観点から高張力鋼の使用が拡大され始め
ている。しかし、高強度鋼を使用する場合、当然設計応
力が上昇するために疲労破壊が重要な問題となる。
2. Description of the Related Art In recent years, civil engineering structures and the like have been required to be larger and lighter, and therefore structural steels have been desired to have higher strength. The use of high-strength steel has also begun to be expanded for hull materials, etc., from the perspective of increasing size and cost. However, when high-strength steel is used, the fatigue stress becomes an important problem because the design stress naturally rises.

【0003】一方、構造用鋼材等の厚鋼板では一般に溶
接施工が施されるため、溶接部から疲労亀裂が発生する
場合が多い。したがって、溶接部から発生進展する疲労
亀裂を鋼材で停留させることができれば、構造物の疲労
寿命を延長するのに有効である。
On the other hand, since thick steel plates such as structural steels are generally welded, fatigue cracks often occur at the welded portions. Therefore, if the fatigue crack generated and propagated from the weld can be retained in the steel material, it is effective in extending the fatigue life of the structure.

【0004】疲労亀裂の進展を停留させるためには、特
開平5−148541号公報にあるように疲労亀裂先端にマイ
クロクラックを発生させる方法がある。しかし、この方
法の効果は、低ΔK(ΔK:最大応力拡大係数と最小応
力拡大係数との差)領域、すなわち、亀裂が長くなく応
力レベルが低い場合に限られ、溶接部から発生してある
程度の長さを有しており、中ΔK領域にある亀裂に関し
ては、少ないと考えられる。
In order to stop the progress of fatigue cracks, there is a method of generating microcracks at the tips of fatigue cracks, as disclosed in JP-A-5-148541. However, the effect of this method is limited to a low ΔK (ΔK: difference between the maximum stress intensity factor and the minimum stress intensity factor) region, that is, when the crack is not long and the stress level is low, and it occurs to some extent in the welded portion. It is considered to be small for cracks in the middle ΔK region.

【0005】日本機械学会論文集A編, vol.45(1979),
P.440〜445 にあるように、機械構造用鋼の分野で疲労
耐久限度におよぼす組織の影響が調査されているが、長
さが約500 μm を超える長い亀裂においては、その進展
は組織の影響を受けにくいことが指摘されており、疲労
亀裂の進展抑制をさらに向上させようとする場合に必要
な、比較的長い亀裂の進展を抑制するための知見は示さ
れていない。
Proceedings of the Japan Society of Mechanical Engineers, Volume A, vol.45 (1979),
As shown in P.440-445, the effect of the structure on the fatigue endurance limit has been investigated in the field of mechanical structural steel, but in the case of a long crack with a length of more than about 500 μm, the progress of the structure is It has been pointed out that it is unlikely to be affected, and no knowledge has been shown for suppressing the propagation of relatively long cracks, which is necessary in order to further improve the suppression of fatigue crack growth.

【0006】特開平4−329848号公報には、疲労強度が
重要な特性である自動車用ホイールをはじめとする各種
用途の熱延鋼板に関して、二相組織中の母相と第二相の
硬さ、面積率および第二相の粒径を限定すれば、良好な
疲労強度が得られることが示されているものの、疲労亀
裂の進展挙動については十分に検討がなされているとは
言えず、また組織間の硬度差に着目した疲労亀裂の進展
抑制効果については明らかになっていない。
Japanese Unexamined Patent Publication (Kokai) No. 4-329848 discloses a hot-rolled steel sheet for various uses such as an automobile wheel in which fatigue strength is an important characteristic, and hardness of a matrix phase and a second phase in a two-phase structure. Although it has been shown that good fatigue strength can be obtained by limiting the area ratio and the grain size of the second phase, it cannot be said that the fatigue crack growth behavior has been sufficiently investigated. The effect of suppressing the growth of fatigue cracks by focusing on the hardness difference between the structures has not been clarified.

【0007】[0007]

【発明が解決しようとする課題】本発明は上記課題を解
決するためになされたものであり、具体的な目的は、土
木建築構造物や船体、海洋構造物や装置、ラインパイプ
等の材料として使用される鋼材であって、疲労亀裂が進
展しにくい性質を有する鋼板を提供することにある。
SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and a specific object thereof is as a material for civil engineering and building structures, hulls, marine structures and devices, line pipes and the like. It is an object of the present invention to provide a steel sheet which is a steel material used and has a property that fatigue cracks are unlikely to propagate.

【0008】[0008]

【課題を解決するための手段】本発明の要旨は下記の
(1)〜(3) の鋼板にある。
The gist of the present invention is as follows.
It is on the steel plate of (1) to (3).

【0009】(1)質量%で、C:0.01〜0.3 %、Si: 0.
1〜0.5 %、Mn:0.3〜2.0 %およびsol.Al:0.005 〜0.1
%、さらに、Cr:1.5 %以下(無添加でもよい)、M
o:0.6%以下(無添加でもよい)、Ni:0.5 %以下(無
添加でもよい)、Cu:1.0 %以下(無添加でもよい)、
Nb:0.1 %以下(無添加でもよい)、Ti:0.1 %以下
(無添加でもよい)およびV:0.1 %以下(無添加でも
よい)を含み、残部はFeと不可避不純物からなる鋼板で
あって、その組織は硬質部と軟質部とからなり、この2
部分の硬度差がビッカース硬度で150 以上であることを
特徴とする疲労亀裂進展抑制効果を有する鋼板。
(1) C: 0.01 to 0.3% and Si: 0.1% by mass.
1 to 0.5%, Mn: 0.3 to 2.0% and sol.Al: 0.005 to 0.1
%, And Cr: 1.5% or less (additional free), M
o: 0.6% or less (without addition), Ni: 0.5% or less (without addition), Cu: 1.0% or less (without addition),
A steel sheet containing Nb: 0.1% or less (or without addition), Ti: 0.1% or less (or without addition) and V: 0.1% or less (or without addition), with the balance being Fe and inevitable impurities. , Its structure consists of a hard part and a soft part.
A steel sheet having a fatigue crack growth suppressing effect, characterized in that the difference in hardness between parts is 150 or more in Vickers hardness.

【0010】(2)上記(1) の成分の鋼板であって、その
組織は硬質部の素地とこの素地に分散した軟質部からな
り、硬質部の素地と軟質部との硬度差がビッカース硬度
で 150以上、軟質部の平均粒径が50μm 以下であること
を特徴とする疲労亀裂進展抑制効果を有する鋼板。
(2) The steel plate having the composition of (1) above, the structure of which is composed of a base of a hard part and a soft part dispersed in this base, and the hardness difference between the base of the hard part and the soft part is Vickers hardness. Is 150 or more and the average grain size of the soft part is 50 μm or less.

【0011】(3)上記(1) の成分の鋼板であって、その
組織は硬質部と軟質部とからなり、この2部分の硬度差
がビッカース硬度で150 以上、硬質部の平均間隔が50μ
m 以下であることを特徴とする疲労亀裂進展抑制効果を
有する鋼板。
(3) The steel sheet having the composition of (1) above, the structure of which includes a hard portion and a soft portion, the difference in hardness between these two portions is 150 or more in Vickers hardness, and the average distance between the hard portions is 50 μ.
A steel sheet having an effect of suppressing fatigue crack growth, which is characterized by being m or less.

【0012】ここでいう硬質部とは、マルテンサイト、
ベイナイト、パーライト、疑似パーライトおよび焼戻し
マルテンサイトの1種以上から、軟質部とはフェライト
から、それぞれ構成される組織を意味する。
The hard portion referred to here is martensite,
The soft part means a structure composed of at least one of bainite, pearlite, pseudo-pearlite and tempered martensite, and the soft part is composed of ferrite.

【0013】本発明は、疲労挙動に及ぼす材料因子につ
いて検討して得た次の〜の知見に基づいている。
The present invention is based on the following findings obtained by examining the material factors that affect fatigue behavior.

【0014】鋼材の疲労挙動を調査した結果によれ
ば、複合組織であって、構成組織間の硬度差が大きい場
合、疲労亀裂が停留しやすいこと。そして、この効果
は、硬質部と軟質部との存在比率(体積率)によって、
あまり影響を受けないこと。
According to the results of investigation of the fatigue behavior of steel materials, it is easy for fatigue cracks to stay when the composite structure has a large hardness difference between the constituent structures. And, this effect, by the abundance ratio (volume ratio) of the hard portion and the soft portion,
Being unaffected.

【0015】複合組織中の各組織間の硬度差をある値
以上にした場合、またこれに加えて軟質部の平均粒径を
一定値以下に抑制した場合、または、硬質部の平均間隔
(分散距離)を一定値以下に抑制した場合、進展する亀
裂が硬質部と軟質部の境界近傍に到達した際、先端にお
ける塑性変形が抑制されることにより、上述の疲労亀裂
の停留が起こること。
When the hardness difference between the respective structures in the composite structure is set to a certain value or more, and in addition to this, the average particle size of the soft part is suppressed to a certain value or less, or the average interval (dispersion of the hard part) When the (distance) is suppressed to a certain value or less, when the propagating crack reaches the vicinity of the boundary between the hard part and the soft part, the plastic deformation at the tip is suppressed, so that the above-mentioned fatigue crack retention occurs.

【0016】Cr、Mo、NiおよびCuのいずれかを少量添
加することにより、鋼材の耐食性等を向上させ、腐食環
境中においても疲労亀裂進展特性を向上させる効果が期
待できること。
It is expected that by adding a small amount of any one of Cr, Mo, Ni and Cu, the effect of improving the corrosion resistance of the steel material and improving the fatigue crack growth characteristics even in a corrosive environment can be expected.

【0017】また、Nb、TiおよびVのいずれかを添加す
れば、炭化物を生成することにより軟質部(フェライ
ト)を強化する効果が得られ、軟質部内を進展する疲労
亀裂進展速度は低下すること。
Further, if any of Nb, Ti and V is added, the effect of strengthening the soft part (ferrite) by producing carbide is obtained, and the fatigue crack growth rate of propagating in the soft part decreases. .

【0018】[0018]

【作用】以下、本発明の鋼板の化学組成、その組織およ
び軟質部と硬質部の硬度差の限定理由を作用効果ととも
に説明する。%は質量%を意味する。
The chemical composition of the steel sheet of the present invention, its structure, and the reasons for limiting the difference in hardness between the soft portion and the hard portion will be described together with the action and effect. % Means mass%.

【0019】1)鋼板の化学組成 C:0.01〜0.3 % Cは鋼の強度を高める成分である。本発明鋼板の用途に
必要な強度レベルを保持するために、C含有量は0.01%
以上とした。これを下回ると本発明の鋼板の用途に必要
な強度と組織を確保するのが困難である。一方、本発明
の鋼板の主要な用途では必ず溶接施工を受けるので、溶
接割れの発生を防止するために、C含有量の上限は0.3
%とした。望ましいC含有量の範囲は0.03〜0.18%であ
る。
1) Chemical composition of steel sheet C: 0.01 to 0.3% C is a component that enhances the strength of steel. In order to maintain the strength level required for the use of the steel sheet of the present invention, the C content is 0.01%.
That's it. Below this, it is difficult to secure the strength and structure necessary for the use of the steel sheet of the present invention. On the other hand, the main use of the steel sheet of the present invention is always subjected to welding work. Therefore, in order to prevent the occurrence of weld cracks, the upper limit of the C content is 0.3.
%. The desirable C content range is 0.03 to 0.18%.

【0020】Si: 0.1〜0.5 % Siは鋼の脱酸のために必要な成分である。Si含有量が0.
1 %未満ではこの効果が期待できない。一方、0.5 %を
超えると鋼の靱性が損なわれる。望ましいSi含有量の範
囲は0.25〜0.4 %である。
Si: 0.1-0.5% Si is a necessary component for deoxidizing steel. Si content is 0.
If it is less than 1%, this effect cannot be expected. On the other hand, if it exceeds 0.5%, the toughness of steel is impaired. The desirable Si content range is 0.25 to 0.4%.

【0021】Mn: 0.3〜2.0 % Mnは鋼の強度を向上させる成分である。Mn含有量が0.3
%未満では本発明の鋼板の用途に必要な強度を確保する
のが困難である。しかし、MnもCと同様、溶接熱影響部
を硬化させ溶接割れをもたらす成分であることから、そ
の含有量には上限がある。すなわち、2.0 %を上回ると
溶接割れが発生しやすくなる。望ましいMnの含有量は
0.7〜1.4 %である。
Mn: 0.3-2.0% Mn is a component that improves the strength of steel. Mn content is 0.3
If it is less than%, it is difficult to secure the strength required for the use of the steel sheet of the present invention. However, Mn, like C, is a component that hardens the weld heat affected zone and causes weld cracking, so its content has an upper limit. That is, if it exceeds 2.0%, weld cracking tends to occur. Desirable Mn content is
It is 0.7 to 1.4%.

【0022】sol.Al: 0.005〜0.1 % Alは、鋼の脱酸のためにsol.AlとしてAl含有量が0.005
%以上となるようする必要がある。しかし、sol.Al含有
量が 0.1%を上回ると鋼の清浄度および靱性が損なわれ
る。
Sol.Al: 0.005 to 0.1% Al has a Al content of 0.005 as sol.Al for deoxidation of steel.
It is necessary to set it to be at least%. However, if the sol.Al content exceeds 0.1%, the cleanliness and toughness of the steel are impaired.

【0023】本発明の鋼板の一つは、上記の成分の外、
残部がFeと不可避不純物からなるものである。不純物の
中のPとSは、それぞれ0.025 %以下、0.020 %以下に
抑えるのが望ましい。
One of the steel sheets of the present invention is, in addition to the above components,
The balance consists of Fe and inevitable impurities. It is desirable to control P and S in the impurities to 0.025% or less and 0.020% or less, respectively.

【0024】本発明の鋼板は必要に応じて上記の各成分
に加えてさらに、次の7種類の成分の中の1種または2
種以上を含むものであってもよい。
The steel sheet of the present invention may further contain, in addition to the above-mentioned components, one or two of the following seven components.
It may include more than one species.

【0025】Cr:1.5 %以下 Crは、腐食環境下での疲労亀裂進展特性の改善および軟
質部の転位構造の制御と微視的組成変形の抑制に有効な
成分である。したがって、積極的に添加する場合Cr含有
量は0.01%以上とするのが望ましい。しかし、Cr含有量
が1.5 %を超えると、これらの効果が飽和する上に鋼の
強度が過剰に上昇しすぎ、靱性が損なわれる。より望ま
しいのは 0.3〜1.0 %の範囲である。
Cr: 1.5% or less Cr is an effective component for improving fatigue crack growth characteristics in a corrosive environment, controlling the dislocation structure in the soft part, and suppressing microscopic composition deformation. Therefore, when positively added, the Cr content is preferably 0.01% or more. However, if the Cr content exceeds 1.5%, these effects are saturated, and the strength of the steel excessively increases, resulting in impaired toughness. A more desirable range is 0.3 to 1.0%.

【0026】Mo:0.6 %以下 Moも、腐食環境下での疲労亀裂進展特性の改善および軟
質部の転位構造の制御と微視的組成変形の抑制に有効な
成分である。したがって、積極的に添加する場合Mo含有
量の下限は0.05%とするのが望ましい。しかし、Mo含有
量が0.6 %を超えると、これらの効果が飽和する上に鋼
の強度が過剰に上昇しすぎ、靱性が損なわれる。より望
ましいのは 0.1〜0.4 %の範囲である。
Mo: 0.6% or less Mo is also an effective component for improving the fatigue crack growth characteristics in a corrosive environment, controlling the dislocation structure in the soft part, and suppressing microscopic composition deformation. Therefore, when positively added, the lower limit of the Mo content is preferably 0.05%. However, when the Mo content exceeds 0.6%, these effects saturate and the strength of the steel excessively increases, resulting in impaired toughness. A more desirable range is 0.1 to 0.4%.

【0027】Ni:0.5 %以下 Niも、腐食環境下での疲労亀裂進展特性の改善および軟
質部の転位構造の制御と微視的組成変形の抑制に有効な
成分である。したがって、積極的に添加する場合Ni含有
量の下限は0.1 %とするのが望ましい。しかし、Ni含有
量が0.5 %を超えると、これらの効果が飽和する上に鋼
の強度が過剰に上昇しすぎ、靱性が損なわれる。より望
ましいのは 0.2〜0.4 %の範囲である。
Ni: 0.5% or less Ni is also an effective component for improving the fatigue crack growth characteristics in a corrosive environment, controlling the dislocation structure in the soft part, and suppressing microscopic composition deformation. Therefore, the lower limit of the Ni content is preferably 0.1% when positively added. However, when the Ni content exceeds 0.5%, these effects saturate and the strength of the steel excessively increases, resulting in impaired toughness. A more desirable range is 0.2 to 0.4%.

【0028】Cu:1.0 %以下 Cuも、腐食環境下での疲労亀裂進展特性の改善および軟
質部の転位構造の制御と微視的組成変形の抑制に有効な
成分である。ただし、Cu含有量が 0.1%未満ではその効
果が小さいので、積極的に添加する場合Cu含有量は0.1
%以上とするのが望ましい。しかし、Cu含有量が1.0 %
を超えると、これらの効果が飽和する上に鋼の強度が過
剰に上昇しすぎ、靱性が損なわれる。より望ましいの
は、 0.3〜0.5 %の範囲である。
Cu: 1.0% or less Cu is also an effective component for improving fatigue crack growth characteristics in a corrosive environment, controlling the dislocation structure in the soft part, and suppressing microscopic composition deformation. However, if the Cu content is less than 0.1%, its effect is small.
It is desirable to set it to be at least%. However, the Cu content is 1.0%
Above these values, these effects saturate and the strength of the steel excessively increases, impairing the toughness. A more desirable range is 0.3 to 0.5%.

【0029】以上のCr、Mo、NiおよびCuは、いずれも耐
食性を向上させる作用を有し、この効果も相俟って腐食
環境下での疲労亀裂進展特性が改善される。
The above Cr, Mo, Ni and Cu all have the effect of improving the corrosion resistance, and in combination with this effect, the fatigue crack growth characteristics in a corrosive environment are improved.

【0030】Nb、Ti、V:いずれも0.1 %以下 Nb、TiおよびVは、いずれも炭化物を生成することによ
り、軟質部を細粒化して強化するため、腐食環境下での
疲労亀裂進展特性の改善に有効な成分である。
Nb, Ti, V: 0.1% or less for all Nb, Ti, and V all form carbides to make the soft part finer and strengthen, so fatigue crack growth characteristics in a corrosive environment It is an effective ingredient for improving.

【0031】したがって、これらの3種類の成分から1
種以上を選んで積極的に添加する場合には、含有量はい
ずれも0.01%以上とするのが望ましい。しかし、含有量
が 0.1%を超えると上記効果が飽和する上に鋼の強度が
過剰に上昇しすぎ、靱性が損なわれる。より望ましいの
は、TiおよびNbでともに0.01〜0.03%、Vで0.02〜0.05
%の範囲である。
Therefore, 1 out of these 3 kinds of ingredients
When more than one kind is selected and added positively, the content is preferably 0.01% or more. However, if the content exceeds 0.1%, the above effect is saturated and the strength of the steel excessively increases, resulting in impaired toughness. More desirable is 0.01 to 0.03% for both Ti and Nb, and 0.02 to 0.05 for V.
% Range.

【0032】2)鋼板の組織および硬度差 上記の化学組成を有する本発明鋼板は、通常の溶製、鋳
造(連続鋳造またはインゴット鋳造)の後、熱間鍛造ま
たは熱間圧延を行い、熱処理を施す製造工程で得ること
ができる。
2) Structure and hardness difference of steel sheet The steel sheet of the present invention having the above chemical composition is subjected to hot forging or hot rolling after ordinary melting and casting (continuous casting or ingot casting) and heat treatment. It can be obtained in the manufacturing process.

【0033】本発明鋼板は、硬質部と軟質部とからなる
複合組織を有するものである。硬質部はマルテンサイ
ト、ベイナイト、パーライト、疑似パーライトおよび焼
戻しマルテンサイトの1種以上からなる組織、軟質部は
フェライト組織である。
The steel sheet of the present invention has a composite structure composed of a hard portion and a soft portion. The hard part has a structure composed of one or more of martensite, bainite, pearlite, pseudo-pearlite and tempered martensite, and the soft part has a ferrite structure.

【0034】これは、硬質部と軟質部の2種類の組織を
複合形成させて、その界面近傍において亀裂進展の停留
効果を得るためである。この効果は、硬質部と軟質部と
の存在比率(体積率)によって、あまり影響を受けな
い。したがって、本発明鋼板では、上記の存在比率は特
に限定されない。
This is to form a composite structure of two kinds of structures, a hard part and a soft part, and to obtain the effect of retaining crack growth near the interface. This effect is not so affected by the existence ratio (volume ratio) of the hard part and the soft part. Therefore, in the steel sheet of the present invention, the existence ratio is not particularly limited.

【0035】本発明鋼板の一つは、上記の組織におい
て、さらに硬質部と軟質部との硬度の差をビッカース
(以下、Hv という) で150 以上としたものである。
One of the steel sheets of the present invention has the above-mentioned structure, and the difference in hardness between the hard portion and the soft portion is set to 150 or more in Vickers (hereinafter referred to as Hv).

【0036】軟質部と硬質部との硬度差をHv で150 以
上にする理由は次のとおりである。
The reason why the hardness difference between the soft part and the hard part is 150 or more in Hv is as follows.

【0037】この硬度差が150 以上になると、亀裂先端
の転位の移動が軟質部と硬質部との界面で阻止されると
ともに、バーガースベクトルが界面に直交する転位が、
両部の界面近傍の軟質部内に配列するため、傾角粒界が
形成される。この傾角粒界は、粒界一次転位のみにより
構成されるため、粒界凝集力が高く、破壊の抵抗となり
やすい。さらに、形成された傾角粒界には転位が突入し
にくいため、引き続き繰り返し応力が作用する場合に
は、粒界に隣接する軟質部側に新しい傾角粒界が形成さ
れる。このようなステップを繰り返すことにより、大き
な体積を有する傾角粒界の集合部が形成される。この集
合部は亀裂進展の抵抗となり、鋼材の亀裂進展特性を向
上させるのである。
When the hardness difference is 150 or more, the movement of dislocations at the crack tip is blocked at the interface between the soft portion and the hard portion, and the dislocations in which the Burgers vector is orthogonal to the interface are
Since they are arranged in the soft part in the vicinity of the interface between both parts, tilted grain boundaries are formed. Since this tilt grain boundary is composed only of grain boundary primary dislocations, it has a high grain boundary cohesive force and is liable to resist fracture. Further, since dislocations are less likely to enter the formed tilt boundaries, new tilt boundaries are formed on the soft part side adjacent to the grain boundaries when stress is repeatedly applied. By repeating such steps, a cluster of tilt grain boundaries having a large volume is formed. This gathering portion becomes a resistance against crack growth and improves the crack growth characteristics of the steel material.

【0038】本発明鋼板の他の一つは、硬質部の素地と
この素地中に分散した軟質部とからなる組織とし、硬質
部の素地と分散した軟質部との硬度差をHv で150 以
上、さらに軟質部の平均粒径を50μm 以下としたもので
ある。
Another one of the steel sheets of the present invention has a structure composed of a base material of a hard part and a soft part dispersed in the base material, and a hardness difference between the base material of the hard part and the soft part dispersed is 150 or more in Hv. Further, the average particle diameter of the soft portion is 50 μm or less.

【0039】軟質部の分散形態としては、ランダム状、
複数で平行する点列状および点列ネットワーク状または
からまった点列ネットワーク状、複数で平行する連続状
および連続ネットワーク状またはからまった連続ネット
ワーク状などがある。これらの軟質部はフェライトであ
り、この平均粒径を50μm 以下とするのである。
The dispersion form of the soft part is random,
There are a plurality of parallel point sequences and a point sequence network or a tangled point sequence network, and a plurality of parallel continuous and continuous networks or a tangled continuous network. These soft parts are ferrite, and the average particle size is 50 μm or less.

【0040】このような複合組織と硬度差においても、
硬質部と軟質部との界面近傍において亀裂進展の停留効
果を得ることができる。
Even with such a composite structure and hardness difference,
In the vicinity of the interface between the hard part and the soft part, it is possible to obtain the effect of retaining crack growth.

【0041】軟質部の平均粒径を50μm 以下に制御する
理由とその効果は、次のとおりである。
The reason for controlling the average particle diameter of the soft part to be 50 μm or less and its effect are as follows.

【0042】この制御により、短範囲で結晶方位を変化
させ結晶粒内の転位の移動を抑制するとともに、粒界に
到達した転位が隣接結晶粒内へ移動する場合においても
バーガースベクトルに変化が生じるために、粒界転位が
残留して粒界を強化することができ、高い亀裂停留効果
が発現する。軟質部の平均粒径が50μm を超えると高い
亀裂停留効果が得られない。
By this control, the crystal orientation is changed within a short range to suppress the movement of dislocations within the crystal grains, and the Burgers vector also changes when the dislocations reaching the grain boundaries move into the adjacent crystal grains. Therefore, the grain boundary dislocations can remain and strengthen the grain boundaries, and a high crack retention effect is exhibited. If the average particle size of the soft part exceeds 50 μm, a high crack retention effect cannot be obtained.

【0043】本発明鋼板のさらに他の一つは、その組織
を硬質部と軟質部とからなるものとし、この2部分の硬
度差をHv で150 以上、さらに硬質部の平均間隔(分散
距離)を50μm 以下としたものである。この場合、硬質
部と軟質部のいずれが素地であってもよく、いずれかの
部の存在形態としては、ランダム状、平行点列状および
点列ネットワーク状またはからまった点列ネットワーク
状、平行連続状および連続ネットワーク状またはからま
った連続ネットワーク状などがある。このような複合組
織において、硬質部の平均間隔が50μm 以下となるよう
に分散させるのである。ここで、間隔は中心間距離を指
すものである。
Still another one of the steel sheets of the present invention is such that its structure is composed of a hard portion and a soft portion, the difference in hardness between these two portions is 150 or more in Hv, and the average interval (dispersion distance) between the hard portions. Is 50 μm or less. In this case, either the hard part or the soft part may be the base material, and the existence form of either part is random, parallel point array and point array network or entangled point network, parallel. There are continuous and continuous networks or entangled continuous networks. In such a composite structure, the hard portions are dispersed so that the average distance between them is 50 μm or less. Here, the interval refers to the center-to-center distance.

【0044】このような複合組織も、硬質、軟質の両部
からなり、適正な硬度差を有するため、その界面近傍で
亀裂進展の停留効果を得ることができる。
Since such a composite structure is also composed of both hard and soft parts and has an appropriate hardness difference, it is possible to obtain the effect of retaining crack growth in the vicinity of the interface.

【0045】硬質部の平均間隔が50μm 以下で分散する
ように制御した場合には、この制御により軟質部内の微
視的な塑性変形を抑制し、亀裂停留効果が顕著になる。
硬質部の平均間隔が50μm を超えると、その顕著な効果
が得られなくなる。
When the average interval of the hard parts is controlled to be dispersed at 50 μm or less, this control suppresses microscopic plastic deformation in the soft part, and the crack retention effect becomes remarkable.
If the average interval of the hard parts exceeds 50 μm, the remarkable effect cannot be obtained.

【0046】本発明鋼板では、前記の複合組織と硬度差
を維持し、さらに軟質部の平均粒径が50μm 以下と硬質
部の平均間隔が50μm 以下との両方の条件を満たせば、
一層好ましい効果を得ることができる。
In the steel sheet of the present invention, if the hardness difference from the above-mentioned composite structure is maintained, and further, the conditions that the average grain size of the soft portion is 50 μm or less and the average interval of the hard portions is 50 μm or less are satisfied,
A more preferable effect can be obtained.

【0047】[0047]

【実施例】表1に示す化学組成の鋼を連続鋳造により厚
さ160mm のスラブとし、熱間で直送して熱間圧延に供
し、厚さ40mmの鋼板とした。得られた鋼板の組織と硬度
差を制御するため、これらの鋼板に表2に示す条件で加
工熱処理を施した。
EXAMPLE Steels having the chemical compositions shown in Table 1 were continuously cast into slabs having a thickness of 160 mm, which were directly fed hot and subjected to hot rolling to obtain steel plates having a thickness of 40 mm. In order to control the structure and hardness difference of the obtained steel plates, these steel plates were subjected to thermomechanical treatment under the conditions shown in Table 2.

【0048】[0048]

【表1】 [Table 1]

【0049】[0049]

【表2】 [Table 2]

【0050】すなわち、鋼番1〜24の各鋼に対し、加熱
温度、圧延条件、冷却速度等を適切に制御することによ
って、種々の組織、軟質部と硬質部の硬度差、軟質部の
平均粒径、硬質部の平均間隔(分散距離)を有し、引張
強度が41〜86kgf/mm2 の範囲の鋼板とした。
That is, by appropriately controlling the heating temperature, rolling conditions, cooling rate, etc. for each of the steels Nos. 1 to 24, various structures, hardness differences between the soft and hard parts, and the average of the soft parts are obtained. A steel sheet having a grain size and an average interval (dispersion distance) of hard parts and having a tensile strength in the range of 41 to 86 kgf / mm 2 was used.

【0051】これらの鋼板から採取した試験材を試番1
〜96とし、組織、軟質部の平均粒径、硬質部の平均間
隔、硬度差及び疲労亀裂進展特性を調査した。
The test materials sampled from these steel sheets are trial No. 1
To 96, the structure, the average grain size of the soft portion, the average interval of the hard portion, the hardness difference, and the fatigue crack growth characteristics were investigated.

【0052】鋼板の組織調査と硬度の測定は、サンプル
をエポキシ樹脂に埋め込み、切断、断面の研磨、エッチ
ングを施して、顕微鏡観察および微小領域の硬度測定を
行うことにより行った。
The structural investigation and hardness measurement of the steel sheet were carried out by embedding the sample in an epoxy resin, cutting, polishing the cross section and etching, and observing with a microscope and measuring the hardness of a minute area.

【0053】疲労亀裂進展特性の調査は、図1(b) に示
すCT試験片1と図1(a) に示すサーボパルサ装置を用
いる疲労試験法によった。
The fatigue crack growth characteristics were investigated by the fatigue test method using the CT test piece 1 shown in FIG. 1 (b) and the servo pulser device shown in FIG. 1 (a).

【0054】図1(a) に示す装置では、1はCT試験
片、2は試験溶液槽、3は溶液循環ポンプ、4はロード
セル、5は油圧シリンダー、6は油圧源、7はサーボバ
ルブ、8は波形発生器、9は負荷制御器であり、試験溶
液槽2中で試験片1に油圧シリンダー5により繰返し応
力を負荷することができる。疲労試験条件は次のとおり
である。
In the apparatus shown in FIG. 1 (a), 1 is a CT test piece, 2 is a test solution tank, 3 is a solution circulation pump, 4 is a load cell, 5 is a hydraulic cylinder, 6 is a hydraulic source, 7 is a servo valve, Reference numeral 8 is a waveform generator, and 9 is a load controller, which can repeatedly apply stress to the test piece 1 in the test solution tank 2 by the hydraulic cylinder 5. The fatigue test conditions are as follows.

【0055】f(繰返し速度)=30Hz R(応力比)=0.1 T(試験温度)=室温 試験雰囲気:湿潤硫化水素環境中(水10%を含む懸濁
させた原油に、硫化水素濃度1%、残りは窒素の混合ガ
スを試験期間中常時吹き込み) ASTM, D−1141−52で規定する人工海水中 大気中 疲労試験結果の検討によれば、いずれの試験片の場合も
中ΔK領域 (本試験では約50〜300 kgf/mm3/2)における
第2領域で、 Paris則〔Trans.ASME,Ser.D.85.523 (196
3)) 〕、すなわち da/dN=C( ΔK) m 、ただし、〔ΔK〕:kgf/mm3/2
〔da/dN 〕:mm/cycle が成り立つことが判明した。したがって、疲労亀裂進展
特性は、この中ΔK領域のΔK=50および100kgf/mm3/2
における、亀裂進展速度da/dN(mm/cycle) の平均値 (da
/dN)m で評価することとした。表3〜表6に上記の調
査、測定および疲労試験の結果を示す。
F (repetition rate) = 30 Hz R (stress ratio) = 0.1 T (test temperature) = room temperature Test atmosphere: moist hydrogen sulfide environment (hydrogen sulfide concentration 1% in suspended crude oil containing 10% water) However, nitrogen gas is constantly blown into the rest during the test period) Artificial seawater specified in ASTM, D-1141-52 Atmosphere According to the fatigue test results, the medium ΔK range ( In the test, in the second region at about 50 to 300 kgf / mm 3/2 ), the Paris rule [Trans.ASME, Ser.D.85.523 (196
3))], that is, da / dN = C (ΔK) m , where [ΔK]: kgf / mm 3/2 ,
[Da / dN]: It was found that mm / cycle holds. Therefore, the fatigue crack growth characteristics are as follows: ΔK = 50 and 100 kgf / mm 3/2 in ΔK region
The average value of the crack growth rate da / dN (mm / cycle) at (da
/ dN) m was used for evaluation. Tables 3 to 6 show the results of the above investigations, measurements and fatigue tests.

【0056】[0056]

【表3】 [Table 3]

【0057】[0057]

【表4】 [Table 4]

【0058】[0058]

【表5】 [Table 5]

【0059】[0059]

【表6】 [Table 6]

【0060】各試験片の (da/dN)m からわかるように、
本発明例である試験 No.1〜72では(da/dN)m が小さ
く、高い疲労亀裂進展抵抗を有している。一方、硬度差
が本発明で定める範囲外にある試験 No.73〜90の場合で
は (da/dN)m が大きく、疲労亀裂進展特性は改善されて
いない。
As can be seen from (da / dN) m of each test piece,
In Test Nos. 1 to 72, which are examples of the present invention, (da / dN) m is small and has high fatigue crack growth resistance. On the other hand, in the case of Test Nos. 73 to 90 in which the hardness difference is outside the range defined by the present invention, (da / dN) m is large and the fatigue crack growth characteristics are not improved.

【0061】[0061]

【発明の効果】本発明の鋼板は、中ΔK領域においても
疲労亀裂進展特性に優れており、溶接部から疲労亀裂が
発生した場合でも、従来鋼に比べて疲労寿命の延長が期
待できる。したがって、土木建築構造物、船体、海洋構
造物、海洋装置およびラインパイプなどに用いられる鋼
材として適している。
EFFECTS OF THE INVENTION The steel sheet of the present invention is excellent in fatigue crack growth characteristics even in the middle ΔK region, and even if fatigue cracks occur in the welded portion, the fatigue life can be expected to be extended compared to conventional steels. Therefore, it is suitable as a steel material used for civil engineering and building structures, hulls, marine structures, marine equipment, line pipes, and the like.

【図面の簡単な説明】[Brief description of drawings]

【図1】(a) は試験装置の概要を示す図、(b) は疲労試
験片の形状を示す図である。
1A is a diagram showing an outline of a test apparatus, and FIG. 1B is a diagram showing a shape of a fatigue test piece.

【符号の説明】[Explanation of symbols]

1:CT試験片、 2:試験溶液槽、 3:溶液循環
ポンプ、4:ロードセル、 5:油圧シリンダー、6:
油圧源、7:サーボバルブ、8:波形発生器、 9:
負荷制御器
1: CT test piece, 2: test solution tank, 3: solution circulation pump, 4: load cell, 5: hydraulic cylinder, 6:
Hydraulic power source, 7: servo valve, 8: waveform generator, 9:
Load controller

───────────────────────────────────────────────────── フロントページの続き (72)発明者 幸 英昭 大阪府大阪市中央区北浜4丁目5番33号住 友金属工業株式会社内 (72)発明者 岡口 秀治 大阪府大阪市中央区北浜4丁目5番33号住 友金属工業株式会社内 (72)発明者 一ノ瀬 威 大阪府大阪市中央区北浜4丁目5番33号住 友金属工業株式会社内 (72)発明者 櫛田 隆弘 大阪府大阪市中央区北浜4丁目5番33号住 友金属工業株式会社内 (72)発明者 誉田 登 大阪府大阪市中央区北浜4丁目5番33号住 友金属工業株式会社内 ─────────────────────────────────────────────────── ─── Continued front page (72) Hideaki Sachi, Inventor Hideaki Sachi, 4-53-3 Kitahama, Chuo-ku, Osaka City, Osaka Prefecture Sumitomo Metal Industries, Ltd. (72) Hideharu Okaguchi 4-chome, Kitahama, Chuo-ku, Osaka City, Osaka Prefecture No. 5-33 Sumitomo Metal Industries Ltd. (72) Inventor Takeshi Ichinose 4-5-33 Kitahama, Chuo-ku, Osaka City, Osaka Prefecture Sumitomo Metal Industries Ltd. (72) Inventor Takahiro Kushida Central Osaka City, Osaka Prefecture 4-533 Kitahama, Sumitomo Metal Industries, Ltd. (72) Inventor Noboru Honda, 4-533 Kitahama, Chuo-ku, Osaka City, Osaka Prefecture Sumitomo Metal Industries, Ltd.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】質量%で、C:0.01〜0.3 %、Si: 0.1〜
0.5 %、Mn:0.3〜2.0 %およびsol.Al:0.005 〜0.1
%、さらに、Cr:1.5 %以下(無添加でもよい)、Mo:
0.6 %以下(無添加でもよい)、Ni:0.5 %以下(無添
加でもよい)、Cu:1.0 %以下(無添加でもよい)、N
b:0.1 %以下(無添加でもよい)、Ti:0.1 %以下
(無添加でもよい)およびV:0.1 %以下(無添加でも
よい)を含み、残部はFeと不可避不純物からなる鋼板で
あって、その組織は硬質部と軟質部とからなり、この2
部分の硬度差がビッカース硬度で150 以上であることを
特徴とする疲労亀裂進展抑制効果を有する鋼板。
1. In mass%, C: 0.01 to 0.3%, Si: 0.1 to
0.5%, Mn: 0.3-2.0% and sol.Al: 0.005-0.1
%, Further, Cr: 1.5% or less (may be added free), Mo:
0.6% or less (without addition), Ni: 0.5% or less (without addition), Cu: 1.0% or less (without addition), N
b: 0.1% or less (without addition), Ti: 0.1% or less (without addition) and V: 0.1% or less (without addition), with the balance being Fe and inevitable impurities. , Its structure consists of a hard part and a soft part.
A steel sheet having a fatigue crack growth suppressing effect, characterized in that the difference in hardness between parts is 150 or more in Vickers hardness.
【請求項2】質量%で、C:0.01〜0.3 %、Si: 0.1〜
0.5 %、Mn:0.3〜2.0 %およびsol.Al:0.005 〜0.1
%、さらに、Cr:1.5 %以下(無添加でもよい)、Mo:
0.6 %以下(無添加でもよい)、Ni:0.5 %以下(無添
加でもよい)、Cu:1.0 %以下(無添加でもよい)、N
b:0.1 %以下(無添加でもよい)、Ti:0.1 %以下
(無添加でもよい)およびV:0.1 %以下(無添加でも
よい)を含み、残部はFeと不可避不純物からなる鋼板で
あって、その組織は硬質部の素地とこの素地に分散した
軟質部からなり、硬質部の素地と軟質部との硬度差がビ
ッカース硬度で150 以上、軟質部の平均粒径が50μm 以
下であることを特徴とする疲労亀裂進展抑制効果を有す
る鋼板。
2. In mass%, C: 0.01-0.3%, Si: 0.1-
0.5%, Mn: 0.3-2.0% and sol.Al: 0.005-0.1
%, Further, Cr: 1.5% or less (may be added free), Mo:
0.6% or less (without addition), Ni: 0.5% or less (without addition), Cu: 1.0% or less (without addition), N
b: 0.1% or less (without addition), Ti: 0.1% or less (without addition) and V: 0.1% or less (without addition), with the balance being Fe and inevitable impurities. , Its structure is composed of the base of the hard part and the soft part dispersed in this base, the hardness difference between the base of the hard part and the soft part is 150 or more in Vickers hardness, and the average particle diameter of the soft part is 50 μm or less. A steel plate having a characteristic fatigue crack growth suppressing effect.
【請求項3】質量%で、C:0.01〜0.3 %、Si: 0.1〜
0.5 %、Mn:0.3〜2.0 %およびsol.Al:0.005 〜0.1
%、さらに、Cr:1.5 %以下(無添加でもよい)、Mo:
0.6 %以下(無添加でもよい)、Ni:0.5 %以下(無添
加でもよい)、Cu:1.0 %以下(無添加でもよい)、N
b:0.1 %以下(無添加でもよい)、Ti:0.1 %以下
(無添加でもよい)およびV:0.1 %以下(無添加でも
よい)を含み、残部はFeと不可避不純物からなる鋼板で
あって、その組織は硬質部と軟質部とからなり、この2
部分の硬度差がビッカース硬度で150 以上、硬質部の平
均間隔が50μm 以下であることを特徴とする疲労亀裂進
展抑制効果を有する鋼板。
3. In mass%, C: 0.01-0.3%, Si: 0.1-
0.5%, Mn: 0.3-2.0% and sol.Al: 0.005-0.1
%, Further, Cr: 1.5% or less (may be added free), Mo:
0.6% or less (without addition), Ni: 0.5% or less (without addition), Cu: 1.0% or less (without addition), N
b: 0.1% or less (without addition), Ti: 0.1% or less (without addition) and V: 0.1% or less (without addition), with the balance being Fe and inevitable impurities. , Its structure consists of a hard part and a soft part.
A steel sheet having an effect of suppressing fatigue crack growth, characterized in that the difference in hardness between parts is 150 or more in Vickers hardness and the average interval of hard parts is 50 μm or less.
JP3853894A 1994-03-09 1994-03-09 Steel plate with fatigue crack growth suppression effect Expired - Lifetime JP2962134B2 (en)

Priority Applications (1)

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JPH07242992A true JPH07242992A (en) 1995-09-19
JP2962134B2 JP2962134B2 (en) 1999-10-12

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1192858A (en) * 1997-09-16 1999-04-06 Nkk Corp Steel excellent in ductile crack propagation resistance under repeated large deformation and its production
KR100709600B1 (en) * 2003-06-19 2007-04-20 수미도모 메탈 인더스트리즈, 리미티드 Steel product excellent in characteristics of resistance to fatigue crack extension and method for production thereof
JP2012140685A (en) * 2011-01-05 2012-07-26 Sumitomo Metal Ind Ltd Welded joint
CN106811696A (en) * 2015-12-02 2017-06-09 鞍钢股份有限公司 A kind of big thickness ocean engineering 390MPa grades of steel plate and its manufacture method
KR20210102409A (en) 2019-01-23 2021-08-19 제이에프이 스틸 가부시키가이샤 Thick steel plate and its manufacturing method
KR20240021260A (en) 2021-07-16 2024-02-16 제이에프이 스틸 가부시키가이샤 Heavy steel plate and manufacturing method of thick steel plate

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1192858A (en) * 1997-09-16 1999-04-06 Nkk Corp Steel excellent in ductile crack propagation resistance under repeated large deformation and its production
KR100709600B1 (en) * 2003-06-19 2007-04-20 수미도모 메탈 인더스트리즈, 리미티드 Steel product excellent in characteristics of resistance to fatigue crack extension and method for production thereof
JP2012140685A (en) * 2011-01-05 2012-07-26 Sumitomo Metal Ind Ltd Welded joint
CN106811696A (en) * 2015-12-02 2017-06-09 鞍钢股份有限公司 A kind of big thickness ocean engineering 390MPa grades of steel plate and its manufacture method
KR20210102409A (en) 2019-01-23 2021-08-19 제이에프이 스틸 가부시키가이샤 Thick steel plate and its manufacturing method
KR20240021260A (en) 2021-07-16 2024-02-16 제이에프이 스틸 가부시키가이샤 Heavy steel plate and manufacturing method of thick steel plate

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