• 제목/요약/키워드: corrosion loss

검색결과 477건 처리시간 0.027초

해양구조물용 RE36강의 용접부 부식거동에 관한 전기화학적 특성 연구 (An Electrochemical Property Stud on the Corrosion Behavior of Welding Part of RE36 Steel for Marine Structure)

  • 김성종;김진경;문경만
    • Journal of Welding and Joining
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    • 제18권5호
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    • pp.70-76
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    • 2000
  • The effect of Post Weld Heat Treatment(PWHT) of RE36 steel for marine structure was investigated with parameters such as micro-vickers hardness, corrosion potential and corrosion current density of weld metal(WM), base metal(BM) and heat affected zone(HAZ), and both Al alloy anode generating current and Al alloy anode weight loss quantity etc. Hardness of post-weld heat treated BM, WM and HAZ is lower than that of As-welded condition of each region. However, hardness of HAZ was the highest among those three parts regardless of PWHT temperature and corrosion potential of WM was the highest among those three parts without regard to temperature and corrosion potential of WM was the highest among those three parts without regard to PWHT temperature. The amplitude of corrosion potential difference of each other three parts at PWHT temperature $550^{\circ}C$, $650^{\circ}C$ are smaller than that of three parts by As-welded condition and corrosion current density obtained by PWHT was also smaller than that of As-welded condition. Eventually, it was known that corrosion resistance was increased by PWHT. However both Al anode generating current and anode weight loss quantity were also decreased by PWHT compare to As-welded condition when RE36 steel is cathodically protected by Al anode. Therefore, it is suggested that the optimum PWHT temperature with increasing corrosion resistance and cathodic protection effect is $550^{\circ}C$.

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Theoretical model to determine bond loss in prestressed concrete with reinforcement corrosion

  • Ortega, Nestor F.;Moro, Juan M.;Meneses, Romina S.
    • Structural Engineering and Mechanics
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    • 제65권1호
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    • pp.1-7
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    • 2018
  • This paper reviews the mechanical effects produced by reinforcement corrosion of prestressed concrete beams. Specifically, modifications in the bonding of the tendon to the concrete that reduce service life and load bearing capacity are studied. Experimental information gathered from previous works has been used for the theoretical analysis. Relationships between bond stress loss and reinforcement penetration in the concrete, and concrete external cracking were established. Also, it was analysed the influence that has the location of the area affected by corrosion on the loss magnitude of the initial prestress.

Electrochemical Adsorption Properties and Inhibition of Zinc Corrosion by Two Chromones in Sulfuric Acid Solutions

  • Fouda, Abd El-Aziz S.;Nazeer, Ahmed Abdel;Saber, Ahmed
    • 대한화학회지
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    • 제58권2호
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    • pp.160-168
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    • 2014
  • The electrochemical behavior and corrosion inhibition of zinc in 0.5 M $H_2SO_4$ in the absence and presence of some chromones has been investigated using weight loss, potentiodynamic polarization, electrochemical impedance spectroscopy (EIS) and electrochemical frequency modulation (EFM) techniques. The presence of these investigated compounds in the corrosive solutions decrease the weight loss, the corrosion current density, and double layer capacitance but increases the charge transfer resistance. Polarization studies were carried out at room temperature, and showed that all the studied compounds act as mixed type inhibitors with a slight predominance of cathodic character. The effect of temperature on corrosion inhibition has been studied and the thermodynamic activation and adsorption parameters were determined and discussed. The adsorption of the investigated compounds on zinc was found to obey Langmuir adsorption isotherm.

철근부식상태에 따른 철근콘크리트 보의 슬립특성 (Slip Characteristics of Reinforced Concrete Beams to Corroded Steel State)

  • 권영웅;최봉섭;정용식
    • 콘크리트학회논문집
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    • 제11권6호
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    • pp.129-135
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    • 1999
  • Reinforced concrete structures are constructed under the basic assumption of perfect bonding between steel and concrete. The corrosion of steel in the reinforced concrete beams results in the excessive cracks and gradual deterioration of concrete. This paper are concerned about the slip characteristics of reinforced concrete between steel and concrete. The accelerated test by external power supply was conducted with the three corrosion rates in the laboratory. As a result, it was obtained as follows: (1) the yield strength of steel was reduced according to corrosion states. (2) the equivalent steel area should be considered for detailed analysis. (3) According to the use of corroded steel or not, slip amounts between concrete and steel in test beams increased as the corrosion rate increased. These results can be explained from the bond loss between concrete and steel in test beams.

Buckling capacity of uniformly corroded steel members in terms of exposure time

  • Rahgozar, Reza;Sharifi, Yasser;Malekinejad, Mohsen
    • Steel and Composite Structures
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    • 제10권6호
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    • pp.475-487
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    • 2010
  • Most of steel structures in various industries are subjected to corrosion due to environmental exposure. Corrosion damage is a serious problem for these structures which may reduce their carrying capacity. These aging structures require maintenance and in many cases, replacement. The goal of this research is to consider the effects of corrosion by developing a model that estimates corrosion loss as a function of exposure time. The model is formulated based on average measured thickness data collected from three severely corroded I-beams (nearly 30 years old). Since corrosion is a time-dependent parameter. Analyses were performed to calculate the lateral buckling capacity of steel beam in terms of exposure time. Minimum curves have been developed for assessment of the remaining lateral buckling capacity of ordinary I-beams based on the loss of thicknesses in terms of exposure time. These minimum curves can be used by practicing engineers for better estimates on the service life of corrosion damaged steel beams.

주조 스테인리스강의 해양환경 하에서 플라즈마 이온질화 공정온도에 따른 부식특성 연구 (Corrosion Characteristics of Cast Stainless Steel under Plasma Ion Nitriding Process Temperature in Marine Environment)

  • 정상옥;김성종
    • 한국표면공학회지
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    • 제50권6호
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    • pp.504-509
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    • 2017
  • In order to improve corrosion resistance for cast stainless steel in seawater, the characteristics of corrosion resistance after plasma ion nitriding was investigated. Plasma ion nitriding process was conducted in a mixture of nitrogen of 25% and hydrogen of 75% at substrate temperature ranging from 350 to $500^{\circ}C$ for 10 hours using pulsed-DC glow discharge plasma with working pressure of 250 Pa in vacuum condition. Corrosion tests were carried out for as-received and plasma ion nitrided specimens. The corrosion characteristics were investigated by measurement of weight loss and observation of surface morphology. In anodic polarization experiment, relatively less damage depth and weight loss were presented at a nitrided temperature of $400^{\circ}C$, attributing to the formation of S-phase.

기호지방 건축용 내후성강 외장재의 다변량 해석을 통한 부식량 예측식 제안 (Proposed Prediction of Corrosion Loss for Weathering Steel Cladding in KIHO region using Multi-variable Analysis)

  • 정경수;이재승;정진안;이승은
    • 한국강구조학회 논문집
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    • 제20권5호
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    • pp.591-599
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    • 2008
  • 내후성강은 자연대기환경에 대하여 무도장 상태로 사용되고, 강재표면에 도막의 역할을 하는 밀실한 녹층은 자연환경에 의해 수년간 에 걸쳐 형성되며, 그 녹 층으로 강재의 부식 진행을 억제한다. 내후성강의 녹상태는 부식환경에 의존한다. 내후성강의 유지관리측면에서 녹상태가 어느정도 인가를 판단하는 것은 중요하다. 따라서, 국내에 있는 건축용 내후성 외장재의 외관조사결과를 바탕으로, 다변량해석에 의한 부식량(녹의 상태)과 외장재 주변환경과의 상관을 분석하고자 한다. 본 논문에서, 외장재의 지리적 데이터, 기상데이터를 이용한 다변량 분석이 수행되었고, 부식 량과 환경요인에 대한 예측식이 제안되었다. 부가적으로, 제안된 부식량 예측식을 이용하여 기호지역(서울, 경기 및 충청)에 적용한 건축용 내후성강 외장재의 부식량 추이를 평가하였다.

산성환경 중에서 구상흑연주철재의 마멸-부식거동에 관한 연구 (The Study on the Wear-Corrosion Behavior of Ductile Cast Iron in the Acidic Environment)

  • 임우조;박동기;윤병두
    • 한국윤활학회:학술대회논문집
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    • 한국윤활학회 2002년도 제35회 춘계학술대회
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    • pp.96-102
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    • 2002
  • This paper was studied on the wear-corrosion behavior of ductile cast iron in the acidic environment. In the dry atmosphere and variety of pH solution, wear-corrosion characteristics and friction coefficient of GCD 60 with various sliding speed and distance were investigated. And electrochemical polarization test of GCD 60 was examined in the environment of various pH value. The main results are as following : In the dry atmosphere, boundary friction appears below nearly 5 $kg_{f}$ of contact load, and it is considered that solid friction occurs over nearly 5 $kg_{f}$ of contact load. As pH value becomes low, wear-corrosion loss in the aqueous solution increases. As the corrosion environment is acidified, corrosion potential of GCD 60 becomes noble, polarization resistance becomes low, and corrosion current density increases.

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해양환경 중에서 Glass Flake 라이닝 강재의 부식과 캐비테이션 침식 방지에 관한 연구 (Study on the Corrosion and Cavitation Erosion Control of Glass Flake Lining for Mild Steel in Marine Environment)

  • 임우조;김성훈
    • 유체기계공업학회:학술대회논문집
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    • 유체기계공업학회 2000년도 유체기계 연구개발 발표회 논문집
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    • pp.359-365
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    • 2000
  • Port facilities and marine structures used in marine environment were encountered to corrosion damages because of the influence of $Cl^-$. Generally, to protect these accidents, mainly applied anti-corrosion paint and epoxy coating. But it was still remained erosion-corrosion damage such as impingement erosion, cavitation erosion, deposit attack. There was needs to develope the new coating materials to protective those corrosion damages. This paper, polyester glass flake, vinylester glass flake lining and epoxy coating for SS were investigated electrochemical tests and cavitation erosion test for corrosion behaviour under sea water. The main results obtained are as follows, 1) Surface of epoxy coating appear erosion pin hole but surface of polyester glass flake and vinylester glass flake lining do not appear erosion pin hole after impingement-cavitation erosion test in sea water. 2) Weight loss of polyester glass flake and vinylester glass flake lining do not occur after impingement-cavitation erosion test in sea water. 3) Corrosion current density of polyester glass flake lining less drained than epoxy coating and substrate under corrosion potential.. 4) Corrosion current density of vinylester glass flake lining with three coating less drained than that of polyester glass flake lining with two coating.

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전자 개폐기용 바이메탈 소재(Fe-Ni / Fe-Ni-Mo)의 부식거동 (Corrosion Behavior of Bimetal Materials (Fe-Ni / Fe-Ni-Mo) for Electromagnetic Switches)

  • 안유정;황은혜;전재열;김성진
    • Corrosion Science and Technology
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    • 제22권6호
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    • pp.478-483
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    • 2023
  • This study examined the corrosion behavior of bimetal materials composed of Fe-Ni alloy and Fe-Ni-Mo alloy, both suitable for use in electromagnetic switches. Electrochemical polarization and weight loss measurements revealed that, in contrast to Fe-Ni alloy, which exhibited pseudo-passivity behavior, Fe-Ni-Mo alloy had higher anodic current density, displaying only active dissolution and greater weight loss. This indicated a lower corrosion resistance in the Fe-Ni-Mo alloy. Equilibrium calculations for the phase fraction of precipitates suggested that the addition of 1 wt% Mo may lead to the formation of second-phase precipitates, such as Laves and M6C, in the γ matrix. These precipitates might degrade the homogeneity of the passive film formed on the surface, leading to localized attacks during the corrosion process. Therefore, considering the differences in corrosion kinetics between these bimetal materials, the early degradation caused by galvanic corrosion should be prevented by designing a new alloy, optimizing heat treatment, or implementing periodic in-service maintenance.