JP5582233B1 - Evaluation method of brittle fracture propagation stop performance of thick steel plate - Google Patents

Evaluation method of brittle fracture propagation stop performance of thick steel plate Download PDF

Info

Publication number
JP5582233B1
JP5582233B1 JP2013157422A JP2013157422A JP5582233B1 JP 5582233 B1 JP5582233 B1 JP 5582233B1 JP 2013157422 A JP2013157422 A JP 2013157422A JP 2013157422 A JP2013157422 A JP 2013157422A JP 5582233 B1 JP5582233 B1 JP 5582233B1
Authority
JP
Japan
Prior art keywords
brittle fracture
test
brittle
fracture propagation
steel plate
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.)
Active
Application number
JP2013157422A
Other languages
Japanese (ja)
Other versions
JP2015028431A (en
Inventor
隆洋 ▲崎▼本
恒久 半田
聡 伊木
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.)
JFE Steel Corp
Original Assignee
JFE Steel Corp
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 JFE Steel Corp filed Critical JFE Steel Corp
Priority to JP2013157422A priority Critical patent/JP5582233B1/en
Priority to KR1020157034598A priority patent/KR101813351B1/en
Priority to PCT/JP2014/003352 priority patent/WO2014208072A1/en
Priority to CN201480031789.5A priority patent/CN105308431B/en
Priority to BR112015032521-1A priority patent/BR112015032521B1/en
Priority to TW103122049A priority patent/TWI530680B/en
Application granted granted Critical
Publication of JP5582233B1 publication Critical patent/JP5582233B1/en
Publication of JP2015028431A publication Critical patent/JP2015028431A/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

【課題】厚鋼板の脆性破壊伝播停止性能を小型試験で評価する簡易な手法を提供する。
【解決手段】小型試験として、採取位置が板厚中心部位置で、プレスノッチが脆性亀裂の伝播方向に導入された変形プレスノッチシャルピー衝撃試験片によるシャルピー衝撃試験を行い、前記シャルピー衝撃試験で求めた変形プレスノッチシャルピー吸収エネルギーが20〜225Jエネルギー遷移温度(℃)を示す温度(℃):pTに基いて、脆性破壊伝播停止性能(Kca値)を評価する。
【選択図】図3
A simple method for evaluating the brittle fracture propagation stopping performance of a thick steel plate by a small test is provided.
As a small test, a Charpy impact test using a deformed press notch Charpy impact test piece in which the sampling position is at the center of the plate thickness and the press notch is introduced in the propagation direction of the brittle crack is obtained by the Charpy impact test. deformation press notch Charpy absorbed energy temperature showing the 20~225J energy transition temperature (℃) (℃): pT based on E, to evaluate the brittle fracture propagation stop performance (Kca value).
[Selection] Figure 3

Description

本発明は、船舶、海洋構造物、低温貯蔵タンクおよび建築・土木構造物等の大型構造物に用いられる厚鋼板、特に板厚が50mm以上の厚鋼板の脆性破壊伝播停止性能の評価方法に関する。   The present invention relates to a method for evaluating brittle fracture propagation stopping performance of thick steel plates used for large structures such as ships, marine structures, low-temperature storage tanks, and construction / civil engineering structures, particularly thick steel plates having a thickness of 50 mm or more.

船舶、海洋構造物、低温貯蔵タンクおよび建築・土木構造物等の大型構造物においては、脆性破壊に伴う事故が経済や環境に及ぼす影響が大きく、安全性の向上が常に求められるところから、使用される鋼材に対しては、使用温度における靭性や脆性破壊伝播停止性能を有することが要求されている。   For large structures such as ships, offshore structures, low-temperature storage tanks, and construction / civil engineering structures, accidents associated with brittle fractures have a significant impact on the economy and the environment, and are used because safety is always required. Steel materials to be used are required to have toughness and brittle fracture propagation stopping performance at operating temperatures.

脆性破壊伝播停止性能の評価は、ESSO試験や二重引張試験に代表される大型試験によって行われるのが通例である。しかし、これらの試験は大型であるため、試験を行うために多くの日数やコストを要することになり、簡便に行うことが難しい点が問題である。   The evaluation of the brittle fracture propagation stop performance is usually performed by a large test represented by an ESSO test or a double tensile test. However, since these tests are large, many days and costs are required to perform the tests, and it is difficult to perform them easily.

そのため、WES3003−1995にVノッチシャルピー試験の破面遷移温度vTrsより脆性破壊伝播停止性能を予測する手法が制定されているが、近年の板厚50mmを超える材料については予測精度が悪く、簡便に評価を行うことが難しい状況にある。   For this reason, a method for predicting brittle fracture propagation stop performance from the fracture surface transition temperature vTrs of the V-notch Charpy test has been established in WES3003-1995, but the prediction accuracy is poor for materials with a plate thickness of more than 50 mm in recent years. It is difficult to evaluate.

この問題を解決するため、大型試験に代り、試験片形状を工夫したシャルピー衝撃試験や落重試験など、比較的小型で簡易な評価方法が開発されている。落重試験については、より安定して脆性破面から試験が進行するように、試験片の板厚方向に圧縮変形を与えた後に、プレスノッチにより試験片を作製する方法が、特許文献1にて提案されている。   In order to solve this problem, comparatively small and simple evaluation methods such as a Charpy impact test and a drop weight test in which the shape of the test piece is devised have been developed instead of the large test. Regarding the drop weight test, Patent Document 1 discloses a method of producing a test piece with a press notch after applying compressive deformation in the thickness direction of the test piece so that the test proceeds more stably from a brittle fracture surface. Has been proposed.

シャルピー衝撃試験については、シャルピー衝撃試験片に代り、より効率よく脆性破面から試験を進行させる方法として、シャルピー衝撃試験片のノッチに相当する部分に溶接ビードを盛った後に深さ2mm以下のソーノッチを入れる試験片を用いることが、特許文献2に提案されている。   For the Charpy impact test, instead of the Charpy impact test piece, as a method of proceeding the test more efficiently from the brittle fracture surface, a saw notch having a depth of 2 mm or less after depositing a weld bead on the portion corresponding to the notch of the Charpy impact test piece It is proposed in Patent Document 2 to use a test piece into which the mark is inserted.

非特許文献1には、板厚位置方向に靭性に分布があることに起因して、脆性破壊伝播停止性能を表す、ESSO試験により求まるKca値は低靭性領域の影響を強く受ける、として、各板厚位置における靭性値をその鋼板の面積平均を取った値に、さらに、板厚中央部の値を重み付けして脆性破壊伝播停止性能を評価することが記載されている。   In Non-Patent Document 1, because of the distribution of toughness in the plate thickness position direction, the Kca value obtained by the ESSO test, which represents brittle fracture propagation stop performance, is strongly influenced by the low toughness region. It is described that the brittle fracture propagation stop performance is evaluated by weighting the toughness value at the plate thickness position to the value obtained by taking the average of the area of the steel plate and further the value at the central portion of the plate thickness.

その他、板厚効果を考慮した、脆性破壊伝播停止性能の簡易評価法として、板厚中心部と表層部から採取した試験片で3点曲げ試験を行って得られた結果よりKca値を予測する方法が、特許文献3に提案されている。また、特許文献4には、特殊形状を有する変形シャルピー衝撃試験片を用いて脆性破壊伝播停止性能を評価する技術が提案されている。   In addition, as a simple evaluation method for the brittle fracture propagation stopping performance considering the plate thickness effect, the Kca value is predicted from the result obtained by performing a three-point bending test on the test piece taken from the center portion of the plate thickness and the surface layer portion. A method is proposed in Patent Document 3. Patent Document 4 proposes a technique for evaluating brittle fracture propagation stopping performance using a deformed Charpy impact test piece having a special shape.

特許文献5は、プレスノッチシャルピー衝撃試験片を用いて板厚が50mm以上の厚鋼板の脆性破壊伝播停止性能を評価する技術に関し、板厚が50mm以上の厚鋼板の板厚の中心部および表面から板厚の1/4の位置から採取しプレスノッチを導入したシャルピー衝撃試験片を用いて、シャルピー衝撃試験を行い、試験片毎のシャルピー衝撃試験にて得られた破面遷移温度vTrsに基いて、脆性破壊伝播停止性能を評価することを特徴とする厚鋼板の脆性破壊伝播停止性能の評価方法が記載されている。 Patent Document 5 relates to a technique for evaluating the brittle fracture propagation stopping performance of a thick steel plate having a thickness of 50 mm or more using a press notch Charpy impact test piece, and the center portion and the surface of the thickness of the thick steel plate having a thickness of 50 mm or more. The Charpy impact test was performed using Charpy impact test specimens that were sampled from 1/4 of the plate thickness and introduced with a press notch, and the fracture surface transition temperature vTrs * obtained by the Charpy impact test for each specimen was measured . Based on this, a method for evaluating the brittle fracture propagation stopping performance of a thick steel sheet characterized by evaluating the brittle fracture propagation stopping performance is described.

また、特許文献6には、板厚50mm以上の厚鋼板全体のアレスト性能と、厚鋼板から採取した小型試験片を用いた試験結果との相関関係を高精度で求める方法として、小型試験片を、板厚方向に沿って複数個採取し、採取位置に応じた最適な方法、すなわち、鋼板表層は落重試験、鋼板内部は脆性破面率や吸収エネルギーを測定する方法、で小型試験を行い、試験結果を適切に組み合わせて、組み合わせ結果より、大型試験で得られるKca値を推定することが提案されている。   Further, Patent Document 6 discloses a small test piece as a method for obtaining a correlation between the arrest performance of a whole thick steel plate having a thickness of 50 mm or more and a test result using a small test piece collected from the thick steel plate with high accuracy. Collect a plurality of samples along the thickness direction, and perform a small test using the optimum method according to the sampling position, that is, the drop surface test for the steel sheet surface layer, and the method for measuring the brittle fracture surface ratio and absorbed energy inside the steel sheet. It has been proposed to appropriately combine test results and to estimate the Kca value obtained in a large test from the combined results.

特開昭63−67544号公報JP-A-63-67544 特開昭62−274258号公報JP-A-62-274258 特開2008−46106号公報JP 2008-46106 A 特開2009−47462号公報JP 2009-47462 A 特開2011−33457号公報JP 2011-33457 A 特許4795487号公報Japanese Patent No. 4795487

溶接学会全国大会講演概要 第49集 P.108(1991)49th Annual Meeting of the Japan Welding Society 108 (1991) 脆性き裂アレスト設計指針 財団法人 日本海事協会(2009)Brittle crack arrest design guidelines Japan Maritime Association (2009)

しかしながら、特許文献1〜3の試験片の採取方法は、試験片の大きさや、溶接を行った後に再度加工を行うことなど、試験片の作製が煩雑であり必ずしも簡便な方法とは言い難い。特許文献4の技術は、試験片形状が特殊であるため、汎用性に乏しい。また、非特許文献1に記載されている、板厚位置の靭性値を考慮して求めたKca値により大型試験結果を推定する方法には、ある程度の相関が認められるが、全体としてはばらつきが大きく、大型試験の代りに採用出来るほどには一致していないのが現状である。   However, the method of collecting the test pieces in Patent Documents 1 to 3 is not necessarily a simple method because the preparation of the test pieces is complicated, such as the size of the test pieces and processing again after welding. The technique of Patent Document 4 is poor in versatility because the shape of the test piece is special. In addition, the method for estimating a large-scale test result based on the Kca value obtained in consideration of the toughness value at the plate thickness position described in Non-Patent Document 1 shows a certain degree of correlation, but there is variation as a whole. The current situation is that they are large and are not consistent enough to be used instead of a large test.

特許文献5や特許文献6の技術は、厚鋼板の板厚方向の複数の位置から試験片を採取して試験を行うことが必要なため、試験片の採取が煩雑であり必ずしも簡便な方法とは言い難い。   Since the techniques of Patent Document 5 and Patent Document 6 require that test pieces are collected from a plurality of positions in the thickness direction of the thick steel plate and the test is performed, the collection of the test pieces is complicated and not necessarily a simple method. Is hard to say.

そこで、本発明は、厚鋼板の脆性破壊伝播停止性能を小型試験で評価する簡易な手法を提供することを目的とする。   Then, an object of this invention is to provide the simple method of evaluating the brittle fracture propagation stop performance of a thick steel plate by a small test.

本発明者らは、プレスノッチを導入し、長手直角方向断面積が100mm超えの変形シャルピー衝撃試験片(本発明では、「変形プレスノッチシャルピー衝撃試験片または変形プレスノッチシャルピー試験片」とも称する)によるシャルピー衝撃試験を様々な条件で行ったところ、厚鋼板の板厚中心部から採取した変形プレスノッチシャルピー衝撃試験片による吸収エネルギーの20〜225Jエネルギー遷移温度(℃)が、脆性破壊伝播停止性能の値と最も良い相関を示すことを見出した。 The present inventors have introduced a press notch, and a deformed Charpy impact test piece having a cross-sectional area in the direction perpendicular to the longitudinal direction exceeding 100 mm 2 (in the present invention, also referred to as “deformed press notch Charpy impact test piece or deformed press notch Charpy test piece”). ) Charpy impact test was conducted under various conditions, and the 20 to 225J energy transition temperature (° C) of the absorbed energy by the deformed press-notched Charpy impact specimen taken from the thickness center of the thick steel plate stopped brittle fracture propagation. It was found that it shows the best correlation with the performance value.

そこで、特許文献5記載の厚鋼板の脆性破壊伝播停止性能の評価方法を用いて、板厚が50mm以上の厚肉材のESSO試験による脆性破壊伝播停止性能と変形プレスノッチシャルピー衝撃試験片によるシャルピー衝撃試験結果の相関について更に検討を加え、以下の知見を新たに得た。図4に、検討に用いた板厚が50mm以上の厚肉材のESSO試験片の破面の模式図を示す。脆性き裂は板厚方向断面で伝播挙動が異なり、板厚中央部の脆性き裂長さが表面部近傍の脆性き裂長さより短く、板厚中央部が凹んだ凹陥部を形成している。なお、板厚が50mm以上の厚肉材のESSO試験片の破面には、図5に示すように板厚中央部は凸部で、板厚中央部を挟んだ上下の領域が凹部を形成する場合があるが、本発明では対象としない。
1.脆性き裂の板厚方向断面における伝播挙動が異なる場合(図4に示す、板厚中央部に比べ表面部の脆性き裂が長く伝播する場合)でも、板厚中央部の脆性き裂が伝播停止すれば力学的に表面部分の動的応力拡大係数は低下し、伝播停止しやすい状況になるため、板厚中央部の脆性き裂伝播停止靭性が鋼板全体の脆性き裂伝播停止靭性を代表する。
2.厚鋼板の板厚中央部から採取した、 長手に対し直角方向となる断面積を通常の試験片より大きく100mm超えとした変形プレスノッチシャルピー試験片の破面形態は脆性破壊から延性破壊に遷移しており、脆性き裂伝播停止が試験片内で再現される。一方、厚鋼板の表面近傍で採取した変形プレスノッチシャルピー試験片の破面形態は延性破壊から脆性破壊に遷移するものが多く存在し、脆性き裂伝播停止が試験片内で再現できてない。
3.厚鋼板の板厚中央部位置から採取した試験片で行った変形プレスノッチシャルピー衝撃試験において、変形プレスノッチシャルピー試験片の長手直角方向断面が15mm角の場合は吸収エネルギーが100Jとなる温度(pT100Jと称する)、13mm角の場合は68Jを示す温度(pT68Jと称する)が20〜225Jエネルギー遷移温度(℃)となり、当該鋼板の脆性破壊伝播停止性能の値と良い相関を示す。
4.図3に示すよう、シャルピー吸収エネルギーと脆性破面率には相関があり、3において、シャルピー吸収エネルギーが15mm角の場合は100J、13mm角の場合は68Jを示す場合の両方の変形プレスノッチシャルピー試験片の脆性破面率は、63%を示す。変形プレスノッチシャルピー試験片の脆性破面率が63%を示す温度(℃):63%破面遷移温度BATTは、プレスノッチシャルピー吸収エネルギーと同様に脆性破壊伝播停止性能の値と良い相関を示すので、pTに換えて、脆性破壊伝播停止性能の評価に用いることが可能である。
Therefore, using the evaluation method of brittle fracture propagation stop performance of thick steel sheet described in Patent Document 5, brittle fracture propagation stop performance by thick ESO test with thick plate thickness of 50 mm or more and Charpy by deformed press notch Charpy impact test piece. Further investigation was made on the correlation between the impact test results, and the following findings were newly obtained. FIG. 4 shows a schematic diagram of a fracture surface of an ESSO test piece of a thick material having a thickness of 50 mm or more used for the study. The brittle crack has different propagation behavior in the cross section in the thickness direction, and the brittle crack length in the central portion of the thickness is shorter than the brittle crack length in the vicinity of the surface portion, and a concave portion in which the central portion of the thickness is recessed is formed. In addition, on the fracture surface of the thick ESSO test piece with a plate thickness of 50 mm or more, as shown in FIG. 5, the central portion of the plate thickness is a convex portion, and the upper and lower regions sandwiching the central portion of the plate thickness form a concave portion. However, this is not the subject of the present invention.
1. Even when the propagation behavior of the brittle crack in the cross section in the plate thickness direction is different (as shown in Fig. 4, the brittle crack in the surface portion propagates longer than the plate thickness central portion), the brittle crack in the plate thickness central portion propagates. If stopped, the dynamic stress intensity factor of the surface portion will decrease mechanically and it will be easy to stop propagation, so the brittle crack propagation stop toughness at the center of the plate thickness represents the brittle crack propagation stop toughness of the entire steel plate. To do.
2. Were taken from mid-thickness of the thick steel plates, fracture form modified press notch Charpy test pieces 100 mm 2 beyond the greater than perpendicular to become the cross-sectional area normal specimen with respect to the longitudinal transition to ductile fracture brittle fracture The brittle crack propagation stop is reproduced in the specimen. On the other hand, the deformed press notch Charpy test piece sampled near the surface of the thick steel plate often has a transition from ductile fracture to brittle fracture, and brittle crack propagation stop cannot be reproduced in the specimen.
3. In a deformed press notch Charpy impact test conducted on a test piece taken from the center of the thickness of a thick steel plate, when the cross section of the deformed press notch Charpy test piece is 15 mm square, the absorption energy is 100 J (pT). In the case of a 13 mm square, the temperature indicating 68 J (referred to as pT 68J ) is 20 to 225 J energy transition temperature (° C.), showing a good correlation with the brittle fracture propagation stopping performance value of the steel sheet.
4). As shown in FIG. 3, there is a correlation between the Charpy absorbed energy and the brittle fracture surface ratio, and in FIG. 3, both modified press notch Charpy when Charpy absorbed energy is 15 mm square and 100 J, and when 13 mm square is 68 J. The brittle fracture surface ratio of the test piece is 63%. Temperature at which brittle fracture surface ratio of deformed press notch Charpy test piece shows 63% (° C.): 63% fracture surface transition temperature BATT shows good correlation with the value of brittle fracture propagation stop performance as well as press notch Charpy absorbed energy because, instead of the pT E, can be used to evaluate the brittle fracture propagation stopping performance.

本発明は、上記した知見を基に更に検討を加えてなされたものであり、その要旨は次のとおりである。
(1)厚鋼板の脆性破壊伝播停止性能を、小型試験より推定する厚鋼板の脆性破壊伝播停止性能の評価方法であって、前記小型試験は、採取位置が板厚中心部位置で、プレスノッチが脆性亀裂の伝播方向に導入され、矩形断面積が100mm超えの変形プレスノッチシャルピー衝撃試験片による変形プレスノッチシャルピー衝撃試験で、前記シャルピー衝撃試験で求めたシャルピー吸収エネルギーの20〜225Jエネルギー遷移温度:pT(℃)に基いて、脆性破壊伝播停止性能(Kca値)を評価することを特徴とする厚鋼板の脆性破壊伝播停止性能の評価方法。
(2)前記pT(℃)に基いて、式(1)に従って算出されるTk(℃)を、脆性破壊伝播停止性能(Kca値)が目標値 となる停止温度とし、前記停止温度と前記脆性破壊伝播停止性能(Kca値)の目標値が設定された設定温度を比較して、脆性破壊伝播停止性能を評価することを特徴とする請求項1記載の厚鋼板の脆性破壊伝播停止性能の評価方法。
Tk=a×pT+b・・・(1)
但し、pT:シャルピー吸収エネルギーの20〜225Jエネルギー遷移温度(℃)a、b:係数
(3)pT(℃)に換えて、変形プレスノッチシャルピー衝撃試験片の脆性破面率が50〜90%の破面遷移を示す50〜90%の破面遷移温度BATT(℃)を用いることを特徴とする(1)または(2)に記載の厚鋼板の脆性破壊伝播停止性能の評価方法。
The present invention has been made by further study based on the above-described findings, and the gist thereof is as follows.
(1) An evaluation method for brittle fracture propagation stoppage performance of a thick steel plate in which the brittle fracture propagation stoppage performance of the thick steel plate is estimated from a small test, wherein the sampling position is a press notch at the center of the plate thickness. Is introduced in the direction of propagation of a brittle crack, and the Charpy absorbed energy obtained by the Charpy impact test is 20 to 225 J in the deformation press notch Charpy impact test using a deformed press notch Charpy impact test piece having a rectangular cross-section exceeding 100 mm 2. temperature: pT based on E C.), the evaluation method of brittle fracture propagation stopping performance of thick steel plate and evaluating brittle fracture propagation stop performance (Kca value).
(2) Based on the above pT E (° C), the Tk (° C) calculated according to the equation (1) is the target value for the brittle fracture propagation stop performance (Kca value). 2. The brittle fracture propagation stop performance is evaluated by comparing the stop temperature with a set temperature at which a target value of the brittle fracture propagation stop performance (Kca value) is set. The evaluation method of the brittle fracture propagation stop performance of the described thick steel plate.
Tk = a × pT E + b (1)
However, pT E: Charpy absorbed energy 20~225J energy transition temperature (℃) a, b: in place of the coefficient (3) pT E (℃) , brittle fracture rate of deformation press notch Charpy impact test piece 50 The method for evaluating brittle fracture propagation stopping performance of a thick steel plate according to (1) or (2), wherein a fracture surface transition temperature BATT (° C.) of 50 to 90% showing 90% fracture surface transition is used.

本発明によれば、板厚50mm以上の厚鋼板の脆性破壊伝播停止性能を、ESSO試験など大型の脆性亀裂伝播試験を行わずとも、通常のシャルピー衝撃試験と同様のサイズの試験片を用いて、板厚採取箇所が1箇所で簡便かつ精度良く評価できるため、産業上極めて有用である。   According to the present invention, the brittle fracture propagation stopping performance of a thick steel plate having a thickness of 50 mm or more is measured using a test piece having the same size as that of a normal Charpy impact test without performing a large brittle crack propagation test such as an ESSO test. In addition, it is extremely useful industrially because it can be easily and accurately evaluated at one place where the plate thickness is collected.

変形プレスノッチシャルピー試験片の採取位置を説明する図。The figure explaining the collection position of a deformation | transformation press notch Charpy test piece. 変形プレスノッチシャルピー試験片を説明する図。The figure explaining a deformation | transformation press notch Charpy test piece. 変形プレスノッチシャルピー吸収エネルギー(J)と脆性破面率(%)の関係を示す図(変形プレスノッチシャルピー試験片の長手直角方向断面が13mm角、15mm角の場合)。The figure which shows the relationship between a deformation | transformation press notch Charpy absorbed energy (J) and a brittle fracture surface rate (%) (when the longitudinal cross-section of a deformation press notch Charpy test piece is 13 mm square and 15 mm square). 板厚が50mm以上の厚肉材のESSO試験片の破面の模式図。The schematic diagram of the fracture surface of the ESSO test piece of thick material with a plate thickness of 50 mm or more. 板厚が50mm以上の厚肉材のESSO試験片の他の破面の模式図。The schematic diagram of the other fracture surface of the ESSO test piece of the thick material whose board thickness is 50 mm or more.

本発明は、板厚が50mm以上で、ESSO試験片の破面が図4の模式図に示す形状となる厚鋼板を対象とし、脆性破壊伝播停止性能を、変形プレスノッチシャルピー試験結果を用いて推定する評価方法である。   The present invention is intended for a thick steel plate having a thickness of 50 mm or more and a fracture surface of an ESSO test piece having the shape shown in the schematic diagram of FIG. This is an estimation method to be estimated.

シャルピー試験は、採取位置が板厚中心部位置で、プレスノッチが脆性亀裂の伝播方向に導入された、長手直角方向断面積が100mm〜225mmの変形プレスノッチシャルピー試験片を用いて行うシャルピー試験とする。採取位置が板厚中心部位置とは、変形プレスノッチシャルピー試験片のプレスノッチ中心が鋼板の板厚の40%〜60%位置に合わせて採取することを指す。図1は採取位置を示したものである。 Charpy tests in sampling position is the center of plate thickness position, press notch is introduced in the direction of propagation of brittle cracks, Charpy performing longitudinal direction perpendicular cross-sectional area using a modified press notch Charpy test piece 100mm 2 ~225mm 2 Take the test. The sampling position of the plate thickness center portion means that the press notch center of the deformed press notch Charpy test piece is sampled in accordance with the position of 40% to 60% of the plate thickness of the steel plate. FIG. 1 shows the sampling position.

切り欠きによるノッチではなく、プレスによるノッチを導入し、本体の寸法を長手方向を50〜60mm、長手直角方向断面の寸法を(10〜15)×(10〜15)mmとした変形シャルピー試験片を用いた場合に、シャルピー試験結果が、脆性亀裂伝播性能試験の結果と良い相関を示すため、変形プレスノッチシャルピー試験片とする。   A modified Charpy test piece in which a notch by a press is introduced instead of a notch by a notch, and the dimensions of the main body are 50 to 60 mm in the longitudinal direction and (10 to 15) × (10 to 15) mm in the cross section in the longitudinal direction. In this case, the Charpy test result shows a good correlation with the result of the brittle crack propagation performance test.

プレスノッチは、以下のように導入することが好ましい。試験片方向を考慮したうえで、試験片を採取すべき素材を分割・切断し、さらに、外形仕上げ加工を施して得られた直方体状の小鋼片に対して、切り欠き部を刃型で圧入する。本発明は、図2に示す、深さ2mm、角度45度の2mmV切欠きとなる変形プレスノッチシャルピー試験片を用いる。   The press notch is preferably introduced as follows. Taking into account the direction of the test piece, the material from which the test piece is to be collected is divided and cut, and further, the cut-out part is cut with a blade shape against the rectangular parallelepiped small steel piece obtained by finishing the outer shape. Press fit. The present invention uses a deformed press notch Charpy test piece having a 2 mm V notch having a depth of 2 mm and an angle of 45 degrees as shown in FIG.

シャルピー試験は、得られる試験結果から、脆性破壊発生特性の影響を排除するため、試験後の変形プレスノッチシャルピー試験片を観察し、脆性亀裂から破壊が発生していない試験片は脆性亀裂伝播停止性能の評価をしていないとみなして、試験結果より削除する。脆性亀裂から破壊が発生している試験片のみで整理した衝撃試験結果は、脆性破壊発生特性の影響を排除し、脆性破壊伝播停止性能のみを反映したものになる。   In the Charpy test, in order to eliminate the influence of the brittle fracture occurrence characteristics from the obtained test results, the deformed press notch Charpy test piece after the test was observed, and the test piece in which no fracture occurred from the brittle crack stopped the brittle crack propagation It is considered that the performance has not been evaluated, and is deleted from the test results. The impact test result arranged only with the test piece in which the fracture has occurred from the brittle crack excludes the influence of the brittle fracture occurrence characteristic and reflects only the brittle fracture propagation stop performance.

本発明では、変形プレスノッチシャルピー試験にて得られた吸収エネルギーが20〜225Jとなる20〜225Jエネルギー遷移温度(℃):pTに基づいて脆性破壊伝播停止性能を評価する。以下に、脆性破壊伝播停止性能Kca値が6000N/mm1.5 となる温度の推定をもって脆性破壊伝播停止性能を評価する場合について説明する。 In the present invention, the deformation absorbing energy obtained by press-notch Charpy test is 20~225J 20~225J energy transition temperature (° C.): to evaluate the brittle fracture propagation stopping performance based on pT E. The case where the brittle fracture propagation stop performance is evaluated by estimating the temperature at which the brittle fracture propagation stop performance Kca value is 6000 N / mm 1.5 will be described below.

板厚75mm以下の鋼板の場合、−10℃におけるKca値が6000N/mm1.5 以上であれば、−10℃において脆性亀裂が停止する(非特許文献2)。変形プレスノッチシャルピー試験片を用いたシャルピー試験を行って得られる吸収エネルギーが20〜225Jエネルギー遷移温度:pT(℃)を用いて、Kca値が6000N/mm1.5 となる温度を求め、当該温度が、−10℃より高いか低いかによって、脆性破壊伝播停止性能を評価する。 In the case of a steel plate having a thickness of 75 mm or less, if the Kca value at −10 ° C. is 6000 N / mm 1.5 or more, the brittle crack stops at −10 ° C. (Non-patent Document 2). The absorbed energy obtained by conducting a Charpy test using a deformed press notch Charpy test piece is 20 to 225 J energy transition temperature: using pT E (° C.), the temperature at which the Kca value is 6000 N / mm 1.5 is obtained, The brittle fracture propagation stopping performance is evaluated depending on whether the temperature is higher or lower than −10 ° C.

STEP1:
板厚が50mm以上の厚鋼板に対して、その板厚の中心部位置から変形プレスノッチシャルピー衝撃試験片を採取し、プレスノッチを導入してから、種々の試験温度にてシャルピー衝撃試験を行う。プレスノッチの導入方向は、亀裂の伝播する方向に採取すべきであるため、ESSO試験におけるノッチ方向に併せて、具体的には圧延方向もしくは圧延幅方向に入れる。
STEP1:
For a thick steel plate with a thickness of 50 mm or more, a deformed press notch Charpy impact test piece is collected from the center position of the plate thickness, and after introducing the press notch, a Charpy impact test is performed at various test temperatures. . Since the direction of introduction of the press notch should be taken in the direction in which the crack propagates, it is put in the rolling direction or the rolling width direction in combination with the notch direction in the ESSO test.

STEP2
シャルピー衝撃試験の結果より、吸収エネルギーが20〜225Jとなる温度を求めて20〜225Jエネルギー遷移温度:pT(℃)とし、その値を(1)式に代入してTk(℃)を求める。ここで求まるTk(℃)は、ESSO試験により測定される、脆性破壊伝播停止性能Kca値が6000N/mm1.5 となる温度:Tk(6000)(℃)と極めて良好な相関を示す。前記の如く算出したTk(℃)で、脆性破壊伝播停止性能の評価が可能になる。
Tk=a×pT+b・・・(1)
但し、pT:変形プレスノッチシャルピー吸収エネルギーが15mm角の場合は100J、13mm角の場合は68Jを示す温度、a、b:係数 脆性破壊伝播停止性能を評価しようとする鋼板の降伏強度が360MPaクラス以上の場合、0.4<a<1.5、 0<b<40の範囲で良い相関が得られる。
STEP2
From the result of the Charpy impact test, the temperature at which the absorbed energy is 20 to 225 J is obtained and is set to 20 to 225 J energy transition temperature: pT E (° C.), and the value is substituted into equation (1) to obtain Tk (° C.). . The Tk (° C.) obtained here shows a very good correlation with the temperature Tk (6000) (° C.) at which the brittle fracture propagation stop performance Kca value is 6000 N / mm 1.5 , measured by the ESSO test. Evaluation of brittle fracture propagation stop performance is possible at Tk (° C.) calculated as described above.
Tk = a × pT E + b (1)
However, pT E : Deformation press notch Charpy absorbed energy of 15 mm square is 100 J, 13 mm square is 68 J temperature, a, b: coefficient Yield strength of steel sheet to be evaluated for brittle fracture propagation stop performance is 360 MPa In the case of the class or higher, a good correlation is obtained in the range of 0.4 <a <1.5 and 0 <b <40.

式(1)は、種々の試験片について板厚中心部の変形プレスノッチシャルピー吸収エネルギーが15mm角の場合は100J、13mm角の場合は68Jを示す場合のpT(℃)を測定するとともに、これら試験片と共通の試験体についてESSO試験を行って温度:Tk(6000)(℃)を求め、これらの測定結果を整理し、pT(℃)と温度:Tk(6000)(℃)との相関を求めた実験式である。 Equation (1) measures pT E (° C.) for various test specimens when the deformed press notch Charpy absorbed energy at the center of the plate thickness is 15 mm square, and when it is 13 mm square, it indicates 68 J. An ESSO test is performed on the test specimens common to these test pieces to obtain a temperature: Tk (6000) (° C.), and these measurement results are arranged, and pT E (° C.) and temperature: Tk (6000) (° C.) This is an empirical formula for obtaining the correlation.

プレスノッチシャルピー吸収エネルギーと脆性破面率は相関があることが知られている。変形プレスノッチシャルピー吸収エネルギーが15mm角の場合は100J、13mm角の場合は68Jを示す温度では、プレスノッチより発生した脆性亀裂が、鋼板の特性により停止したと認識できる破面率(本発明では、脆性破面率が63%)が得られる。脆性破面率が63%を示す温度を63%BATT(℃)と規定した場合、63%BATT(℃)とシャルピー吸収エネルギーが15mm角の場合は100J、13mm角の場合は68Jを示す温度とは略同じ温度で、式(1)のpT(℃)を63%BATT(50〜90%の破面遷移温度BATT)(℃)に置き換えても温度:Tk(6000)(℃)と良い相関が得られる。 It is known that there is a correlation between press notch Charpy absorbed energy and brittle fracture surface ratio. When the deformed press notch Charpy absorbed energy is 15 mm square and the temperature is 100 J and 13 mm square is 68 J, the fracture surface ratio (in the present invention, it can be recognized that the brittle crack generated from the press notch has stopped due to the characteristics of the steel sheet. , Brittle fracture surface ratio is 63%). When the temperature at which the brittle fracture surface ratio is 63% is defined as 63% BATT (° C.), the temperature indicates 63 J BATT (° C.) and Charpy absorbed energy of 15 mm square and 100 J, and 13 mm square is 68 J. Are substantially the same temperature, and pT E (° C.) in the formula (1) may be replaced with 63% BATT (50-90% fracture surface transition temperature BATT) (° C.), and the temperature: Tk (6000) (° C.) is good. Correlation is obtained.

STEP3
温度:Tk(6000)(℃)が−10℃より低い場合、脆性破壊伝播停止性能に優れると判定する。
STEP3
Temperature: When Tk (6000) (° C.) is lower than −10 ° C., it is determined that the brittle fracture propagation stopping performance is excellent.

本発明は、脆性破壊伝播停止性能(Kca値)が4000N/mm1.5 や8000N/mm1.5 など、6000N/mm1.5 以外の値をとる場合についても、適用可能であり、それぞれ実験結果から相関式を導くことによって、上記と同様の評価が可能となる。 The present invention, brittle fracture propagation stop performance (Kca value) and 4000 N / mm 1.5 or 8000 N / mm 1.5, also when a value other than 6000 N / mm 1.5, applicable, respectively Evaluation similar to the above can be performed by deriving the correlation equation from the experimental results.

脆性破壊伝播停止性能を評価しようとする同一鋼種の厚鋼板が複数枚ある場合、そのうちの一枚について、予備的に本発明を実施して、当該鋼板の脆性破壊伝播停止性能を評価しておき、他の鋼板については試験温度pTにおける変形プレスノッチシャルピー試験片の吸収エネルギー(J)を求めて、次式により、−10℃における脆性き裂伝播停止性能を判定することが可能である。15mm角の変形プレスノッチシャルピー試験片で試験温度pT100(℃)で(2)式を満足する鋼板の場合、脆性き裂伝播停止性能に優れている。
pE≧100(J)・・・(2)
pE:試験温度pT(℃)における変形プレスノッチシャルピーの吸収エネルギー(J)
When there are a plurality of thick steel plates of the same steel type to be evaluated for brittle fracture propagation stop performance, the present invention is preliminarily implemented for one of them to evaluate the brittle fracture propagation stop performance of the steel plate. for the other steel sheets seeking absorbed energy variations press notch Charpy test specimens at test temperature pT E (J), by the following equation, it is possible to determine the brittle crack arrest performance at -10 ° C.. In the case of a 15 mm square deformed press notch Charpy test piece that satisfies the formula (2) at a test temperature pT 100 (° C.), it has excellent brittle crack propagation stopping performance.
pE ≧ 100 (J) (2)
pE: Absorption energy (J) of deformed press notch Charpy at test temperature pT E (° C.)

板厚50mm以上の厚鋼板について、板厚中心部よりノッチ加工を行っていないシャルピー衝撃試験片素材を採取し、硬鋼で作製された刃型を用いて該試験片素材に変形プレスノッチを導入し、シャルピー衝撃試験に供した。変形プレスノッチシャルピー試験片は15mm角と13mm角を製作した。表1に厚鋼板の成分組成を、表2に製造条件を示す。   For a thick steel plate with a thickness of 50 mm or more, a Charpy impact test specimen material that is not notched from the center of the thickness is collected, and a deformed press notch is introduced into the specimen specimen using a blade die made of hard steel. And subjected to Charpy impact test. The deformed press notch Charpy test pieces were manufactured in 15 mm square and 13 mm square. Table 1 shows the component composition of the thick steel plate, and Table 2 shows the production conditions.

Figure 0005582233
Figure 0005582233

Figure 0005582233
Figure 0005582233

シャルピー衝撃試験は種々の温度にて行い、変形プレスノッチシャルピー吸収エネルギーが15mm角は100Jを示す温度:pT100(℃)、13mm角は68Jを示す温度:pT68(℃)を求めた。変形プレスノッチシャルピー衝撃試験では、試験後に変形プレスノッチシャルピー衝撃試験片を観察し、脆性亀裂から破壊が発生していない試験片は脆性亀裂伝播停止性能の評価をしていないものとみなして除外して、各試験温度において脆性亀裂から破壊が発生した試験片5本の平均値をとった。その後、上記した(1)式にpT100(℃)、またはpT68(℃)の値を代入し、15mm角と13mm角のそれぞれの温度Tk*(℃) を求めた。また、脆性破面率から求まる15mm角と13mm角のそれぞれの温度Tk**も同様の方法で求めた。 The Charpy impact test was performed at various temperatures, and the deformed press notch Charpy absorbed energy was found to be a temperature: pT 100 (° C.) when the 15 mm square was 100 J, and a temperature: pT 68 (° C.) where the 13 mm square was 68 J. In the deformed press notch Charpy impact test, the deformed press notch Charpy impact test piece was observed after the test, and the test piece in which no fracture occurred from the brittle crack was deemed to have not been evaluated for brittle crack propagation stop performance and was excluded. Thus, the average value of five test pieces in which fracture occurred from brittle cracks at each test temperature was taken. Thereafter, the value of pT 100 (° C.) or pT 68 (° C.) was substituted into the above-described equation (1), and the respective temperatures Tk * (° C.) of 15 mm square and 13 mm square were obtained. Further, the respective temperatures Tk ** of 15 mm square and 13 mm square obtained from the brittle fracture surface ratio were also obtained by the same method.

一方、同じ厚鋼板に対して、変形プレスノッチシャルピー衝撃試験と併せて、大型の脆性亀裂伝播試験として、ESSO試験を行い、Kca値が6000N/mm1.5 となる温度:Tk6000(℃)を求めた。表3にTk(℃) 及びTk6000(℃)を示す。比較例は従来予測に使われていたVノッチシャルピー試験片の延性脆性破面遷移温度vTrsを基に予測した結果である。 On the other hand, an ESSO test is performed as a large brittle crack propagation test on the same thick steel plate together with a deformed press notch Charpy impact test, and the temperature at which the Kca value becomes 6000 N / mm 1.5 : Tk6000 (° C.) Asked. Table 3 shows Tk (° C.) and Tk 6000 (° C.). The comparative example is the result of prediction based on the ductile brittle fracture surface transition temperature vTrs of the V-notch Charpy specimen used in the conventional prediction.

比較例では、予測誤差が大きく誤差が30℃以上ある。一方、本発明では予測誤差が全て10℃以内と非常に精度良く、本発明による脆性亀裂伝播停止性能の評価方法の有用性が確認された。   In the comparative example, the prediction error is large and the error is 30 ° C. or more. On the other hand, in the present invention, the prediction errors are all very accurate within 10 ° C., and the usefulness of the evaluation method for brittle crack propagation stopping performance according to the present invention was confirmed.

Figure 0005582233
Figure 0005582233

Figure 0005582233
Figure 0005582233

1 変形プレスノッチ試験片
2 2mmVプレスノッチ
1 Deformation press notch test piece 2 2mmV press notch

Claims (2)

厚鋼板の脆性破壊伝播停止性能を、小型試験より推定する厚鋼板の脆性破壊伝播停止性能の評価方法であって、前記小型試験は、採取位置が板厚中心部位置で、プレスノッチが脆性亀裂の伝播方向に導入され、矩形断面積が100mm超えの変形プレスノッチシャルピー衝撃試験片による変形プレスノッチシャルピー衝撃試験で、前記シャルピー衝撃試験で求めたシャルピー吸収エネルギーの20〜225Jエネルギー遷移温度:pT(℃)に基いて、式(1)に従って算出されるTk(℃)を、脆性破壊伝播停止性能(Kca値)が目標値 となる停止温度とし、前記停止温度と前記脆性破壊伝播停止性能(Kca値)の目標値が設定された設定温度を比較して、脆性破壊伝播停止性能(Kca値)を評価することを特徴とする厚鋼板の脆性破壊伝播停止性能の評価方法。
Tk=a×pT +b・・・(1)
但し、pT :シャルピー吸収エネルギーの20〜225Jエネルギー遷移温度(℃)a、bは係数。
A method for evaluating the brittle fracture propagation stoppage performance of a thick steel plate, estimating the brittle fracture propagation stoppage performance of a thick steel plate from a small test, wherein the sampling position is the center position of the plate thickness and the press notch is a brittle crack 20 to 225 J energy transition temperature of Charpy absorbed energy obtained by the Charpy impact test in a deformed press notch Charpy impact test using a deformed press notch Charpy impact test piece having a rectangular cross-section exceeding 100 mm 2. Based on E (° C.), Tk (° C.) calculated according to the equation (1) is set as a stop temperature at which the brittle fracture propagation stop performance (Kca value) becomes a target value, and the stop temperature and the brittle fracture propagation stop performance steel plate by comparing the set temperature target value is set for (Kca value), and evaluating brittle fracture propagation stop performance (Kca value) Evaluation method of brittle fracture propagation stop performance.
Tk = a × pT E + b (1)
However, pT E : Charpy absorption energy 20 to 225J energy transition temperature (° C.) a and b are coefficients.
pT(℃)に換えて、変形プレスノッチシャルピー衝撃試験片の脆性破面率が50〜90%の破面遷移を示す50〜90%の破面遷移温度BATT(℃)を用いることを特徴とする請求項1に記載の厚鋼板の脆性破壊伝播停止性能の評価方法。 In place of pT E (° C.), a fracture surface transition temperature BATT (° C.) of 50 to 90% showing a fracture surface transition with a brittle fracture surface ratio of a deformed press notch Charpy impact test piece of 50 to 90% is used. The evaluation method of the brittle fracture propagation stop performance of the thick steel plate according to claim 1 .
JP2013157422A 2013-06-26 2013-07-30 Evaluation method of brittle fracture propagation stop performance of thick steel plate Active JP5582233B1 (en)

Priority Applications (6)

Application Number Priority Date Filing Date Title
JP2013157422A JP5582233B1 (en) 2013-07-30 2013-07-30 Evaluation method of brittle fracture propagation stop performance of thick steel plate
KR1020157034598A KR101813351B1 (en) 2013-06-26 2014-06-23 Method for evaluating brittle fracture propagation arrestability of thick steel plate
PCT/JP2014/003352 WO2014208072A1 (en) 2013-06-26 2014-06-23 Method for evaluating brittle fracture propagation arrestability of thick steel plate
CN201480031789.5A CN105308431B (en) 2013-06-26 2014-06-23 The evaluation method of Stopping Ability is propagated in the brittle fracture of steel plate
BR112015032521-1A BR112015032521B1 (en) 2013-06-26 2014-06-23 method for assessing the ability to stop the propagation of brittle crack of thick steel plate
TW103122049A TWI530680B (en) 2013-06-26 2014-06-26 Evaluation method of brittle failure propagation performance of thick steel plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2013157422A JP5582233B1 (en) 2013-07-30 2013-07-30 Evaluation method of brittle fracture propagation stop performance of thick steel plate

Publications (2)

Publication Number Publication Date
JP5582233B1 true JP5582233B1 (en) 2014-09-03
JP2015028431A JP2015028431A (en) 2015-02-12

Family

ID=51617758

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2013157422A Active JP5582233B1 (en) 2013-06-26 2013-07-30 Evaluation method of brittle fracture propagation stop performance of thick steel plate

Country Status (1)

Country Link
JP (1) JP5582233B1 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6686951B2 (en) * 2017-03-27 2020-04-22 Jfeスチール株式会社 Evaluation method for brittle crack propagation arresting performance of thick steel plate
KR20230159710A (en) * 2021-06-10 2023-11-21 제이에프이 스틸 가부시키가이샤 Evaluation method for brittle crack propagation stopping performance of thick steel plate

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009047462A (en) * 2007-08-15 2009-03-05 Nippon Steel Corp Deformation charpy impact test piece and quality control method of brittle fracture propagation stopping characteristic of thick steel plate
JP2010106310A (en) * 2008-10-29 2010-05-13 Kobe Steel Ltd Thick steel plate having excellent brittle crack arrest property
JP2011033457A (en) * 2009-07-31 2011-02-17 Jfe Steel Corp Evaluation method of brittle fracture propagation stopping performance of thick steel plate
JPWO2011108135A1 (en) * 2010-03-04 2013-06-20 新日鐵住金株式会社 Judgment method of brittle crack propagation stopping performance of high strength thick steel plate

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009047462A (en) * 2007-08-15 2009-03-05 Nippon Steel Corp Deformation charpy impact test piece and quality control method of brittle fracture propagation stopping characteristic of thick steel plate
JP2010106310A (en) * 2008-10-29 2010-05-13 Kobe Steel Ltd Thick steel plate having excellent brittle crack arrest property
JP2011033457A (en) * 2009-07-31 2011-02-17 Jfe Steel Corp Evaluation method of brittle fracture propagation stopping performance of thick steel plate
JPWO2011108135A1 (en) * 2010-03-04 2013-06-20 新日鐵住金株式会社 Judgment method of brittle crack propagation stopping performance of high strength thick steel plate

Also Published As

Publication number Publication date
JP2015028431A (en) 2015-02-12

Similar Documents

Publication Publication Date Title
Ma et al. Material properties and residual stresses of cold-formed high strength steel hollow sections
JP4782067B2 (en) Quality Control Method for Brittle Crack Propagation Stopping Properties of Thick Steel Plate
WO2014208072A1 (en) Method for evaluating brittle fracture propagation arrestability of thick steel plate
JP4782084B2 (en) Judgment method of brittle crack propagation stop property of thick steel plate
KR101140097B1 (en) Method for determination of brittle crack propagation stopping performance in high-intensity thick steel plate
JP5304520B2 (en) Evaluation method of brittle fracture propagation stop performance of thick steel plate
JP4823986B2 (en) Deformation Charpy impact test piece for evaluating brittle fracture propagation stop property of thick steel plate and quality control method of brittle fracture propagation stop property of thick steel plate
JP7188655B1 (en) Evaluation method of brittle crack arrestability of steel plate
CN103586593A (en) Method for predicting dissimilar steel welding cold cracking sensitivity
JP5582233B1 (en) Evaluation method of brittle fracture propagation stop performance of thick steel plate
JP6308171B2 (en) Evaluation method of brittle fracture propagation stop performance of thick steel plate
JP2019174452A (en) Method for evaluating crush resistant characteristics of steel pipe
JP5682663B2 (en) Evaluation method of brittle fracture propagation stop performance of thick steel plate
Kenno et al. Residual stress distributions in ship hull specimens
JP5290220B2 (en) Evaluation method of falling weight fracture characteristics
Goritskii et al. Nature of anisotropy of impact toughness of structural steels with ferrite-pearlite structure
WO2023095528A1 (en) Method for evaluating brittle crack arrest performance of thick steel plate
KR20230162021A (en) Welded structures, and their design and construction methods
Su et al. Compression tests of aluminium alloy cross-sections
RU2507296C1 (en) Cold-resistant high-strength arc-steel
Tayyebi Behaviour and design of direct-formed hollow structural section members
Walport et al. The Annealing Effect of Welding on the Strength of Cold‐worked Stainless Steel
Stanleya et al. Reconstruction of Fatigue Crack Growth in Aluminum Lithium and Aluminum Copper Fastened Lap Joints Under Marker Band Loading
Ando et al. Effect of Overload on the Threshold Stress Intensity Factor Range of SUS316 as a Function of Crack Size
Kang et al. Evaluation of Constitutive Behavior of Aluminum Extrusions and Their GMAW Welds

Legal Events

Date Code Title Description
TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20140617

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20140630

R150 Certificate of patent or registration of utility model

Ref document number: 5582233

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250