• Title/Summary/Keyword: corrosion area ratio

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A Study on The Corrosion Resistance of Concrete Containing Copper Slag (동제련 슬래그 혼입 콘크리트의 부식 저항성에 관한 연구)

  • Lee, Dong-Un;Jung, Yoo-Jin;Kim, Young-Su
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.11 no.5
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    • pp.189-196
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    • 2007
  • The purpose of this study was to analyze steel corrosion resistance of concrete containing copper slag. The specimens were made with normal portland cement and pozzolan materials with various replacement ratio and with W/B ratio ranging from 35% to 55%. Compressive strength, coefficient of chloride diffusion, corrosion area ratio and weight reduction ratio were determinated for the test. The results show that the concrete with pozzolan materials is superior resistant to chloride ions compared to the concrete without pozzolan materials. It was observed that blast furnace slag replacement ratio of 20% gives the best results with respect to chloride ion penetration and corrosion tests and observed that copper slag replacement ratio of 10% gives the seperior resistance compared to normal concrete.

A Study on Corrosion Estimates of Steel in Mortar Accelerated under the Environment of Artificial Seawater (인공해수(人工海水)에서 촉진시험(促進試驗)한 모르터 중의 철근부식(鐵筋腐蝕) 평가(評價)에 대한 연구(研究))

  • Moon, Han Young;Kim, Seong Soo
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.13 no.5
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    • pp.67-75
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    • 1993
  • This study was performed for the purpose of estimating steel corrosion and of considering a countermeasure to prevent steel corrosion of concrete structures under the environment of seawater or using seasand. The corrosion of steel was accelerated in artificial seawater with seven kinds of specimen which was embedded steel in mortar. To assume the degree of steel corrosion, soluble chloride content in mortar, $Cl^-$ binding capacity, half cell potential and corrosion area ratio were measured. The results show that corrosion area ratio was correlative with half cell potential and soluble chloride content in mortar.

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A mechanical proprties and fatigue life of aluminum alloy sheets for autobodies (자동차 차체용 알루미늄 합금 판재의 기계적특성과 부식피로수명)

  • 박인덕;윤옥남;남기우
    • Journal of Ocean Engineering and Technology
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    • v.11 no.2
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    • pp.57-69
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    • 1997
  • The objetive of this study is to compare the mechanical proprties of 6000 series Al-Mg-Si aluminum alloy (AC120) with 5000 series Al-Mg aluminum alloy (TG25), and to investigate the influence of corrosion solution for fatigue life. Comparing of TG25 and AC120 alloy sheets, TG25 alloy sheets showing higher plastic ratio and total elongation have better formability than AC120 alloy sheets. The hardness of nugget area was a little higher than that of base metal area. Also, grain coarsening was observed in HAZ(Heat Affected Zone). In a corrosion fatigue experiment, the fatigue life decreased as concentration increased, when a dipping time was constant. The life decreased as dippling time increased, when a concentration was constant.

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Effect of Admixtures on the Steel Corrosion in Mortar (혼화재를 혼입한 모르터내의 철근부식성상에 관한 연구)

  • 임순지;소승영;소양섭
    • Proceedings of the Korea Concrete Institute Conference
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    • 1995.10a
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    • pp.145-149
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    • 1995
  • This study is to recognize the effect of silica-fume, fly-ash, and chemical proportion in mortar that have salt on the inside affect steel bar corrosion. water-binder ratio, 0.5, compounds, each of 10, 15, 20% by weight of cement, Nacl mixing weight, 0.5, 1.0, 2.0% by weight of binder, The speciment is sealed and cured for 28days, the corrosion area ratio and weight reduction ratio is measured after the accelerated corrosion test of 20 cycles. The conclusion shows that there is no suppression effect of steel bar corrosion of silica-fume, fly-ash, in case of having salt on the inside.

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A study on Corrosion of Steel in Mortar under the Environment of Artificial Seawater (인공 해수에 침적한 모르터 중의 철근 부식에 대한 연구)

  • 문한영;김성수;류재석
    • Proceedings of the Korea Concrete Institute Conference
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    • 1993.04a
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    • pp.73-78
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    • 1993
  • This study was performed for the purposes of estimating steel corrosion of concrete structures under the environment of seawater. The corrosion of steel was accelerated in artificial seawater with seven kinds of specimen which was embedded in mortar. By measuring choride content in mortar, half cell potential and corrosion area ratio, the degree of steel corrosion can be assumed.

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A Study on the Corrosion Characteristics of Steel Reinforcements Induced by Internal Chlorides in Concrete (콘크리트 내부염소이온에 의한 철근의 부식특성에 관한 연구)

  • 오병환;장승엽;신용석;차수원;김광수
    • Proceedings of the Korea Concrete Institute Conference
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    • 1998.10c
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    • pp.197-202
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    • 1998
  • The corrosion of steel reinforcements in concrete is of much concern in recent years. The mechanism of corrosion, however, is not clear yet. This study is focused on the corrosion of steel induced by internal chlorides in concrete at early ages. To examine the critical concentration of steel, half-cell potential, chemical composition of expressed pore solutions of mortars and rate of corrosion area were observed with respect to additions of chlorides, types of binders, water-binders ratio.

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Model Cut-edge Formed on Zinc Coated Steels by Laser Machining and Its Corrosion Behavior

  • Sakairi, Masatoshi;Kageyama, Akihiro;Kikuhchi, Tatsuya
    • Corrosion Science and Technology
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    • v.9 no.1
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    • pp.29-33
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    • 2010
  • Laser machining technique, which is used focusing pulse YAG laser beam irradiation was applied to form area ratio controlled model cut-edge on pre painted Zn coated steels. A corrosion behavior of formed model cut-edge was investigated by rest potential measurement in 1 mol $m^{-3}$ NaCl with and without 0.5 kmol $m^{-3}$ $H_3BO_4$/0.05kmol$m^{-3}$ $Na_2B_4O_7$. The rest potential showed almost constant value with fluctuations. The amplitude of fluctuations increased with exposed area of steel surface. White corrosion products of zinc oxide and simonkollite was formed after the experiments at the formed model cut-edge.

Effects of Electrolyte Concentration and Relative Cathode Electrode Area Sizes in Titania Film Formation by Micro-Arc Oxidation

  • Lee, Yong-K.;Lee, Kang-Soo
    • Corrosion Science and Technology
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    • v.9 no.4
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    • pp.171-174
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    • 2010
  • MAO (micro-arc oxidation) is an eco-friendly convenient and effective technology to deposit high-quality oxide coatings on the surfaces of Ti, Al, Mg and their alloys. The roles of the electrolyte concentration and relative cathode electrode area sizes in the grown oxide film during titanium MAO were investigated. The higher the concentration of the electrolyte, the lower the $R_{total}A$ value. The oxide film produced by the lower concentration of the electrolyte is thinner and less uniform than the film by the higher concentration, which is thick and porous. The cathode area size must be bigger than the anode area size in order to minimize the voltage drop across the cathode. The ratio of the cathode area size to the anode area size must be bigger than 8. Otherwise, the cathode will be another source for voltage drop, which is detrimental to and slows down the oxide growth.

EFFECT OF LOAD AND ANODE/CATHODE AREA RATIO ON WEAR OF Zr-ALLOY IN $Na_2SO_4$ SOLUTION

  • Iwabuchi, A.;Hosoya, K;Abe, K.;Shimizu, T.;Kim, S.S.
    • Proceedings of the Korean Society of Tribologists and Lubrication Engineers Conference
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    • 2002.10b
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    • pp.205-206
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    • 2002
  • In this paper we examined the contribution of mechanical and electrochemical factors in corrosive wear for Zr-alloy against $Al_2O_3$ ball in $Na_2SO_4$ solution. Normal load and the area of metallic specimen was varied to change the corrosion behavior. At the commence of sliding, the potential drop took place, which increased with load due to the great exposure of fresh surface. Wear volume was linearly proportional to load. The corrosion factor was about 15%. By increasing the Aa/Ac ratio, corrosion factor to total wear decreases and saturates above Aa/Ac=0.15.

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Corrosion Behavior of Cr-bearing Corrosion Resistant Rebar in Concrete with Chloride Ion Content

  • Tae, Sung Ho
    • Architectural research
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    • v.7 no.1
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    • pp.49-54
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    • 2005
  • Conventional studies have focused on the reduction in the water-cement ratio, the use of various admixtures, etc., to ensure the durability of reinforced concrete structures against such deterioration factors as carbonation and chloride attack. However, improvement in the concrete quality alone is not considered sufficient or realistic for meeting the recent demand for a service life of over 100 years. This study intends to improve the durability of reinforced concrete structures by improvement in the reinforcing steel, which has remained untouched due to cost problems, through subtle adjustment of the steel components to keep the cost low. As a fundamental study on the performance of Cr-bearing rebars in steel reinforced concrete structures exposed to corrosive environments, The test specimens were made by installing 8 types of rebars in concretes with a chloride ion content of 0.3, 0.6, 1.2, 2.4 and $24kg/m^3$. Corrosion accelerated curing were then conducted with them. The corrosion resistance of Cr-bearing rebars was examined by measuring crack widths, half-cell potential, corrosion area and weight loss after 155 cycles of corrosion-accelerating curing. The results of the study showed that the corrosion resistance increased as the Cr content increased regardless of the content of chloride ions, and that the Cr-bearing rebars with a Cr content of 5% and 9% showed high corrosion resistance in concretes with a chloride ion content of 1.2 and $2.4kg/m^3$, respectively.