• 제목/요약/키워드: Steel Base

검색결과 1,062건 처리시간 0.02초

강의 마찰용접에 미치는 탄소당량의 영향

  • 나석주;양영수
    • Journal of Welding and Joining
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    • 제4권3호
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    • pp.32-42
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    • 1986
  • In this study, the influence of carbon equivalents on friction welds of dissimilar steels was investigated. Four types of carbon steels with 10mm diameter were welded to a high-speed tool steel SKH 9. Main experimental results could be summarized as follows (1) Under constant friction pressure, the friction time increased almost linearly with the increasing burn-off length, while the forge length decreased almost linearly. (2) The maximum hardness in carbon steels increased almost linearly with the increasing carbon equivalent, but was much lower than that in the high speed steel. (3) After quenching and tempering of dissimilar steel friction welds, the hardness in carbon steel weldments became similar as that in the base metal, while the hardness in SKH 9 weld was still higher that of the base metal. (4) Relative movement in the friction phae occurred not at the interface of the weldments, but in the high speed steed steel near the interface. (5) For considered material combinations and welding parameters, most of fractures in tension and twisting tests occurred in the base metal. And welds with so high strength could produced in a wide range of welding parameters.

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Experimental and numerical investigation on exposed RCFST column-base Joint

  • Ben, Mou;Xingchen, Yan;Qiyun, Qiao;Wanqiu, Zhou
    • Steel and Composite Structures
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    • 제45권5호
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    • pp.749-766
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    • 2022
  • This paper investigates the seismic performance of exposed RCFST column-base joints, in which the high-strength steel bars (USD 685) are set through the column and reinforced concrete foundation without any base plate and anchor bolts. Three specimens with different axial force ratios (n = 0, 0.25, and 0.5) were tested under cyclic loadings. Finite element analysis (FEA) models were validated in the basic indexes and failure mode. The hysteresis behavior of the exposed RCFST column-base joints was studied by the parametrical analysis including six parameters: width of column (D), width-thickness ratio (D/t), axial force ratio (n), shear-span ratio (L/D), steel tube strength (fy) and concrete strength (fc). The bending moment of the exposed RCFST column-base joint increased with D, fy and fc. But the D/t and L/D play a little effect on the bending capacity of the new column-base joint. Finally, the calculation formula is proposed to assess the bending moment capacities, and the accuracy and stability of the formula are verified.

강 봉(SM45C) 맞대기 용접부의 피로수명 평가 (Estimation of Fatigue Life in Butt-Welded Zone of SM45C Steel Rod)

  • 오병덕;이용복
    • Journal of Welding and Joining
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    • 제26권3호
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    • pp.45-50
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    • 2008
  • SM45C steel rods being used generally for power transmission shafts and machine components was selected and welded by Butt-GMAW(Gas Metal Arc Welding) method. An estimation of fatigue life was studied by constructing S-N curve. Fatigue strength of base metal zone showed higher values than one of weld zone in low cycles between $10^4$ and $10^6$cycles. However, significant decrease in fatigue strength of base metal was found around $10^6$cycles, which were almost same as one of heat affected zone. This decrease was attributed that initial residual stress of the steel rods distributed by drawing process was diminished by continually applied load, and resulted in softening of base metal. The fatigue limit of the weld zone was highest in the boundary between deposited metal zone and heat affected zone, and followed by in the order of deposited metal zone, base metal zone, and heat affected zone. Based on these results, it is revealed that the stress for safety design of machine components using SM45C butt-welded steel rods must be selected within the region of the lowest fatigue limit of heat affected zone.

코바강의 탄소첨가량에 따른 강도에 미치는 영향 (The Effect on the Strength According to Carbon Content of Kovar Steel)

  • 최병희;최병기
    • 한국안전학회지
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    • 제25권3호
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    • pp.28-33
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    • 2010
  • Ni alloy steel is able to use during long time because of good acid and corrosion resistance. So, it's research has focused on developing the alternative alloy which is economically feasible. Recently, consumption of Kovar steel is gradually increased in field of the jet engine and the gas turbine because of its low thermal expansive characteristics. The specimens of Kovar steel(29%Ni-17%Co) contain 0.00%C, 0.03%C, 0.06%C, 0.10%C and 0.20%C, respectively. Ingots are manufactured by VIM(vacuum induction melting furnace) and then specimens are made by automatic hot rolling after heat treatment. Strength of Kovar steel according to carbon contents is estimated by hardness, tensile and impact test. Hardness of the 0.20%C specimen is more improved approximately 14.4% than one of base metal. Its strength increases 32.4% of a base metal, and its impact energy is also enhance 11.5%.

2상 스테인리스강과 크롬동합금의 브레이징부 생성상의 생성기구에 관한 연구 (A Study on the Formation Mechanism of Microconstituents in Brazed Joint of Duplex Stainless Steel and Cr-Cu Alloy)

  • 김대업
    • Journal of Welding and Joining
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    • 제19권5호
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    • pp.534-539
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    • 2001
  • The formation mechanism of microconstituents in brazed joints of duplex stainless steel and Cr-Cu alloy which is an essential process of rocket engine manufacturing was investigated using Cu base insert metal. $SUS329J_3L$ and C18200 were used for base metal and AMS 4764 was used for insert metal. The brazing was carried out under various conditions. There were various phases in the joints, because of reaction between liquid insert metal and base metals. Since liquid insert metal reacts with duplex stainless steel, liquid Cu from insert metal infiltrated into the $\alpha/\beta$ interface of duplex stainless steel. Through the process of Cu infiltration, isolated stainless steel pieces come into the liquid insert metal. Since liquid insert metal reacts with Cr-Cu alloy. Cr precipitates from C18200 come into the liquid insert metal. With increment of bonding temperature and holding time, amounts and sizes of phases increased. but Cr-Mn compounds decreased at 1303k for 1.2ks and Mn-rich phases disappeared Fe-Cr compounds formed.

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Al-Si 도금된 보론강과 Zn 도금된 DP강의 TWB 레이저 용접부 미세조직과 경도에 미치는 핫 스탬핑 열처리의 영향 (Effect of Hot-stamping Heat Treatment on Microstructure and Hardness in TWB Laser Joints of Al-Si-coated Boron Steel and Zn-coated DP Steel)

  • 정병훈;공종판;강정윤
    • 대한금속재료학회지
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    • 제50권3호
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    • pp.224-232
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    • 2012
  • In this study, the effect of hot-stamping heat treatment on the microstructure and hardness of TWB(Tailor Welded Blank) laser joints in Al-Si-coated boron steel and Zn-coated DP(Dual Phase)590 steel was investigated. In the TWB joints without heat treatment, hardness profiles showed local hardness deviation near the fusion zone. However, there was no hardness deviation in the heat treated specimen and its hardness was higher than that of the one without the heat treatment, due to a fully martensite microstructure. In the TWB joints of both the boron and DP steels, the maximum hardnesses were observed at the HAZ(Heat Affected Zone) near the base metal, and the hardness decreased gradually to the base metal. In the heat treated joints, the hardnesses of the HAZ and the base metal of the boron steel side were similar to the maximum hardness of the weld, while those of the HAZ and the base metal of the DP steel side were higher than the maximum hardness.

베이나이트계 후판강의 모재 및 열영향부의 미세조직과 기계적 특성에 미치는 화학 조성의 영향 (Effect of Chemical Compositions on Microstructure and Mechanical Properties of Base Metal and HAZ of Bainitic Steel Plates)

  • 조성규;주형건;신상용
    • 한국재료학회지
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    • 제29권4호
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    • pp.211-220
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    • 2019
  • In this study, three kinds of bainitic steel plates are manufactured by varying the chemical compositions and their microstructures are analyzed. Tensile and Charpy impact tests are performed at room and low temperature to investigate the correlation between microstructure and mechanical properties. In addition, heat affected zone (HAZ) specimens are fabricated by a simulation of welding processes, and the HAZ microstructure is analyzed. The base steel that has the lowest carbon equivalent has the highest volume fraction of acicular ferrite and the lowest volume fraction of secondary phases, so the strength is the lowest and the elongation is the highest. The Mo steel has a higher volume fraction of granular bainite and more secondary phases than the base steel, so the strength is high and the elongation is low. The CrNi steel has the highest volume fraction of the secondary phases, so the strength is the highest and elongation is the lowest. The tensile properties of the steels, namely, strength and elongation, have a linear correlation with the volume fraction of secondary phases. The Mo steel has the lowest Charpy impact energy at $-80^{\circ}C$ because of coarse granular bainite. In the Base-HAZ and Mo-HAZ specimens, the hardness increases as the volume fraction of martensite-austenite constituents increases. In the CrNi-HAZ specimen, however, hardness increases as the volume fraction of martensite and bainitic ferrite increases.

Effect of semi-rigid connections in improvement of seismic performance of steel moment-resisting frames

  • Feizi, M. Gholipour;Mojtahedi, A.;Nourani, V.
    • Steel and Composite Structures
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    • 제19권2호
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    • pp.467-484
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    • 2015
  • Seismic performances of dual steel moment-resisting frames with mixed use of rigid and semi-rigid connections were investigated to control of the base shear, story drifts and the ductility demand of the elements. To this end, nonlinear seismic responses of three groups of frames with three, eight and fifteen story were evaluated. These frames with rigid, semi-rigid and combined configuration of rigid and semi-rigid connections were analyzed under five earthquake records and their responses were compared in ultimate limit state of rigid frame. This study showed that in all frames, it could be found a state of semi-rigidity and connections configuration which behaved better than rigid frame, with consideration of the base shear and story drifts criterion. Finally, some criteria were suggested to locate the best place of the semi-rigid connections for improvement of the seismic performance of steel moment-resisting frames.

노출형 철골기둥-베이스 플레이트 접합부의 내력평가를 위한 수치적 연구 (The Numerical Study on Capacity Evaluation of Exposed Steel Column-Base Plate Connection)

  • 이광호;유영찬;최기선;구혜진;유미나
    • 한국구조물진단유지관리공학회 논문집
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    • 제20권5호
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    • pp.26-34
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    • 2016
  • 철골기둥-베이스 플레이트 접합부의 파괴유형은 베이스 플레이트 압축면과 인장면의 휨파괴, 앵커볼트의 인장파괴, 뽑힘, 전단파괴, 그리고 콘크리트 기초파괴 및 철골기둥의 소성힌지발생에 따른 파괴이다. 본 연구에서는 핀접합 또는 강접합으로 가정하여 설계되는 노출형 철골기둥-베이스 플레이트 접합부가 받을 수 있는 모멘트의 크기를 구하기 위하여, 한계상태 함수를 이용하여 철골기둥-베이스 플레이트 접합부의 휨성능 및 파괴유형을 예측하고 실험결과와 비교하였다. 한계상태함수를 이용하여 노출형 철골기둥-베이스 플레이트 접합부의 휨성능을 비교적 정확히 예측할 수 있는 범위는 축력이 있는 경우, 앵커볼트의 항복 또는 철골기둥의 항복으로 판별되었을 때이며 축력이 없는 경우, 베이스 플레이트의 항복으로 판별된 경우이다. 파괴유형까지 같이 고려할 경우, 축력이 있으며 앵커볼트의 항복으로 판별된 경우에만 한계 상태함수의 사용이 가능하다.

편심 축하중을 받는 강구조 주각부의 거동에 관한 연구 (A Study on the Structural Behavior of Eccentrically Loaded Steel Column Base Plates)

  • 이승준;송현석
    • 한국강구조학회 논문집
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    • 제20권2호
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    • pp.323-332
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    • 2008
  • 본 연구에서는 편심 축 하중을 받는 강구조 주각부의 거동에 대해 실험적 연구와 해석적 연구를 통하여 조사하였다. 실험적 연구는8개의 시험체를 제작하여 실험을 실시하였다. 편심 거리와 베이스 플레이트의 두께를 변수로 하여 각각의 거동을 알아 보고자 하였다. 해석적 연구는 유한요소해석 프로그램인 ANSYS 8.1을 이용하여 베이스플레이트의 지압응력 분포를 해석하였다. 베이스 플레이트의 휨변형도를 비교한 결과 실험 결과와 해석 결과는 비교적 잘 일치함을 보였다. 그러나 해석으로부터 얻은 베이스 플레이트의 지압응력분포는 기존의 설계법에서 가정한 분포와 매우 다르게 나타났으며 지압응력은 편심이 커질수록 기둥의 압축측 플랜지 하단에 집중되는 현상을 보였다. 또한 기존의 주각부 설계법와 AISC의 Steel Design Guide에서 제시하고 있는 베이스 플레이트의 설계법과 해석결과를 비교하였다.