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      KCI등재 SCIE SCOPUS

      Study on Neutralization Progress Model of Concrete with Coating Finishing Materials in Outdoor Exposure Conditions Based on the Diffusion Reaction of Calcium Hydroxide

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      https://www.riss.kr/link?id=A99788151

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      다국어 초록 (Multilingual Abstract)

      In order to predict the neutralization of concrete which is the reaction of carbonation dioxide from the outside and cement hydration product, such as calcium hydroxide and C?S?H, it was studied the numerical analysis method considering change of the ...

      In order to predict the neutralization of concrete which is the reaction of carbonation dioxide from the outside and cement hydration product, such as calcium hydroxide and C?S?H, it was studied the numerical analysis method considering change of the pore structure and relative humidity during the neutralization reaction. Diffusion?reaction neutralization model was developed to predict the neutralization depth of concrete with coating finishing material. In order to build numerical analysis models considering outdoor environment and finishing materials, the adaption of proposed model was shown the results of existing outdoor exposure test results and accelerated carbonation test.

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      목차 (Table of Contents)

      • Abstract
      • 1. Introduction
      • 2. Summary of Analysis
      • 3. Analysis Result
      • 4. Conclusion
      • Abstract
      • 1. Introduction
      • 2. Summary of Analysis
      • 3. Analysis Result
      • 4. Conclusion
      • References
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      참고문헌 (Reference)

      1 Park, J, "Various properties of primary and improved finishing coating materials exposed to outdoor for 10 years : Part 2 : Carbonation preventive effects of finishing coating materials" 10 : 25-28, 2011

      2 Fukushima, T, "Theoretical predictive methods and numerical analysis for the progress of neutralization of concrete" 428 : 1-15, 1991

      3 Chang, C. -F, "The experimental investigation of concrete carbonation depth" 22 (22): 1760-1767, 2006

      4 Kanematsu, M, "Study on the carbonation suppressive effects of concrete by finishing materials for building" 27 (27): 637-642, 2005

      5 Toshio, I, "Study on durability design of reinforced concrete buildings based on the rate of neutralization of concrete. Osaka University Thesis for Ph. D" Osaka University 1991

      6 Hwang, K, "Prediction model of carbonation process rate of concrete using fly ash" 22 (22): 9-15, 2001

      7 Papadakis, V. G, "Physical and chemical characteristics affecting the durability of concrete" 9 (9): 186-196, 1991

      8 Yoshihiro, M, "Mathematical model on process of carbonation of concrete" 2 (2): 248-, 1991

      9 Durability of reinforced concrete, "Kajima Technical Research Institute Version section" 1963

      10 Houst, Y. F, "Influence of porosity and water content on the diffusivity of CO2 and O2 through hydrated cement paste" 24 (24): 1165-1176, 1994

      1 Park, J, "Various properties of primary and improved finishing coating materials exposed to outdoor for 10 years : Part 2 : Carbonation preventive effects of finishing coating materials" 10 : 25-28, 2011

      2 Fukushima, T, "Theoretical predictive methods and numerical analysis for the progress of neutralization of concrete" 428 : 1-15, 1991

      3 Chang, C. -F, "The experimental investigation of concrete carbonation depth" 22 (22): 1760-1767, 2006

      4 Kanematsu, M, "Study on the carbonation suppressive effects of concrete by finishing materials for building" 27 (27): 637-642, 2005

      5 Toshio, I, "Study on durability design of reinforced concrete buildings based on the rate of neutralization of concrete. Osaka University Thesis for Ph. D" Osaka University 1991

      6 Hwang, K, "Prediction model of carbonation process rate of concrete using fly ash" 22 (22): 9-15, 2001

      7 Papadakis, V. G, "Physical and chemical characteristics affecting the durability of concrete" 9 (9): 186-196, 1991

      8 Yoshihiro, M, "Mathematical model on process of carbonation of concrete" 2 (2): 248-, 1991

      9 Durability of reinforced concrete, "Kajima Technical Research Institute Version section" 1963

      10 Houst, Y. F, "Influence of porosity and water content on the diffusivity of CO2 and O2 through hydrated cement paste" 24 (24): 1165-1176, 1994

      11 Ngala, V. T, "Effects of carbonation on pore structure and diffusion properties of hydrated cement pastes" 27 (27): 995-1007, 1997

      12 Hasegawa, T, "Changes in temperature or humidity of the concrete surface construction materials, finishing materials surface modification in Sapporo City" 2 (2): 139-142, 2010

      13 Tanano, H, "Carbonation of concrete progress prediction model" 2 (2): 125-133, 1988

      14 Park, D. -C, "Carbonation of concrete in relation to CO2 permeability and degradation of coatings" 22 (22): 2260-2268, 2008

      15 Li, C. -H, "Carbonation model of cement hydration products based on micro-pore structure and mass transport" 28 (28): 701-706, 2006

      16 Lee, Y, "Analytical study about the carbonation progress of concrete depending on the quality of the surface layer" 75 (75): 649-, 2010

      17 Park, D. -C, "Analytic research about the prediction of long-term neutralization focused on the reaction and diffusion of calcium hydroxide" 23 (23): 99-107, 2007

      18 Baba, A, "A theoretical consideration on proceeding of carbonation in concrete after renewal by coating" 10 : 411-412, 1988

      19 Hasegawa, T, "A study on the investigation methods on deterioration of surface finishing paintings for reinforced concrete urban collective housings : part 2. The results of accelerated deterioration tests and natural exposure tests" 10 : 25-28, 2000

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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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      학술지 인용정보

      학술지 인용정보
      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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