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      KCI등재 SCIE SCOPUS

      Laboratory Simulation of Corrosion Damage in Reinforced Concrete

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      https://www.riss.kr/link?id=A102086894

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      다국어 초록 (Multilingual Abstract)

      This paper reports the results of an experimental program involving several small-scale columns which were constructed to simulate corrosion damage in the field using two accelerated corrosion techniques namely, constant voltage and constant current. ...

      This paper reports the results of an experimental program involving several small-scale columns which were constructed to simulate corrosion damage in the field using two accelerated corrosion techniques namely, constant voltage and constant current. A total of six columns were cast for this experiment. For one pair of regular RC columns, corrosion was accelerated using constant voltage and for another pair, corrosion was accelerated using constant current. The remaining pair of regular RC columns was used as control. In the experiment, all the columns were subjected to cyclic wetting and drying using sodium chloride (NaCl) solution. The currents were monitored on an hourly interval and cracks were visually checked throughout the test program. After the specimens had suffered sufficient percentage steel loss, all the columns including the control were tested to failure in compression. The test results generated show that accelerated corrosion using impressed constant current produces more corrosion damage than that using constant voltage. The results suggest that the constant current approach can be better used to simulate corrosion damage of reinforced concrete structures and to assess the effectiveness of various materials, repair strategies and admixtures to resist corrosion damage.

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      목차 (Table of Contents)

      • Abstract
      • 1. Introduction
      • 2. Research Significance
      • 3. Test Program
      • 4. Results and Discussion
      • Abstract
      • 1. Introduction
      • 2. Research Significance
      • 3. Test Program
      • 4. Results and Discussion
      • 5. Conclusions
      • References
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      참고문헌 (Reference)

      1 Aiello, J., "The effect of mechanical restraint and mix design on the rate of corrosion in concrete" University of Toronto 1996

      2 Sheikh, S., "Repair of delaminated circular pier columns by ACM. Ontario Joint Transportation Research Report" 1997

      3 Kashani, M. M., "Nonlinear stress–strain behaviour of corrosion-damaged reinforcing bars including inelastic buckling" 48 : 417-429, 2013

      4 Matsuoka, K., "Monitoring of corrosion of reinforcing bar in concrete" 1987

      5 Liu, T., "Modeling the dynamic corrosion process in chloride contaminated concrete structures" 28 (28): 365-379, 1998

      6 매튜 프리츨, "Laboratory Evaluation of Select Methods of Corrosion Prevention in Reinforced Concrete Bridges" 한국콘크리트학회 8 (8): 201-212, 2014

      7 Bonacci, J. F., "Externally-bonded FRP for service-life extension of RC infrastructure" 6 (6): 41-51, 2000

      8 El Maaddawy, T. A., "Effectiveness of impressed current technique to simulate corrosion of steel reinforcement in concrete" 15 (15): 41-47, 2003

      9 Aref Mohamad al-Swaidani, "Effect of Adding Scoria as Cement Replacement on Durability-Related Properties" 한국콘크리트학회 9 (9): 241-254, 2015

      10 Pellegrini-Cervantes, M. J., "Corrosion resistance, porosity and strength of blended portland cement mortar containing rice husk ash and nano-SiO2" 8 : 10697-10710, 2013

      1 Aiello, J., "The effect of mechanical restraint and mix design on the rate of corrosion in concrete" University of Toronto 1996

      2 Sheikh, S., "Repair of delaminated circular pier columns by ACM. Ontario Joint Transportation Research Report" 1997

      3 Kashani, M. M., "Nonlinear stress–strain behaviour of corrosion-damaged reinforcing bars including inelastic buckling" 48 : 417-429, 2013

      4 Matsuoka, K., "Monitoring of corrosion of reinforcing bar in concrete" 1987

      5 Liu, T., "Modeling the dynamic corrosion process in chloride contaminated concrete structures" 28 (28): 365-379, 1998

      6 매튜 프리츨, "Laboratory Evaluation of Select Methods of Corrosion Prevention in Reinforced Concrete Bridges" 한국콘크리트학회 8 (8): 201-212, 2014

      7 Bonacci, J. F., "Externally-bonded FRP for service-life extension of RC infrastructure" 6 (6): 41-51, 2000

      8 El Maaddawy, T. A., "Effectiveness of impressed current technique to simulate corrosion of steel reinforcement in concrete" 15 (15): 41-47, 2003

      9 Aref Mohamad al-Swaidani, "Effect of Adding Scoria as Cement Replacement on Durability-Related Properties" 한국콘크리트학회 9 (9): 241-254, 2015

      10 Pellegrini-Cervantes, M. J., "Corrosion resistance, porosity and strength of blended portland cement mortar containing rice husk ash and nano-SiO2" 8 : 10697-10710, 2013

      11 Kumar, M. K., "Corrosion resistance performance of fly ash blended cement concretes" 1 (1): 448-454, 2012

      12 Visalakshi Talakokula, "Corrosion assessment of reinforced concrete structures based on equivalent structural parameters using electro-mechanical impedance technique" SAGE Publications 25 (25): 484-500, 2014

      13 Davis, J. R., "Corrosion : Understanding the basics" ASM International 2000

      14 El Maaddawy, T. A., "Analytical model to predict nonlinear flexural behavior of corroded reinforced concrete beams" 102 (102): 550-559, 2005

      15 Lee, C., "Accelerated corrosion and repair of reinforced concrete columns using CFRP sheets" 27 (27): 941-948, 2000

      16 Deb, S., "A study on corrosion performance of steel in concrete under accelerated condition" 2013

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2012-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2011-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2009-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 1.81 0.92 1.47
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      1.25 1.17 0.488 0.24
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