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      KCI등재 SCIE SCOPUS

      Synthesis of DOT Use of Beam End Protection for Extending the Life of Bridges

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      https://www.riss.kr/link?id=A103738040

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      다국어 초록 (Multilingual Abstract)

      As the national transportation infrastructure ages and deteriorates, many existing bridges require frequent and costlymaintenance and repairs. The objective of this work was to synthesize new and existing types of beam end coatings and treatmentsthat ...

      As the national transportation infrastructure ages and deteriorates, many existing bridges require frequent and costlymaintenance and repairs. The objective of this work was to synthesize new and existing types of beam end coatings and treatmentsthat have been proven to extend the life of new and existing concrete and steel bridge beams. A comprehensive literature review,along with online surveys and phone interviews of State department of transportations (DOTs) and coating manufacturers wasconducted to gather information about existing and recently developed technologies. The study revealed that while manypromising coatings and treatments are offered on the market, there is a lack of readily available laboratory results that would enabledirect comparison of the available methods. This finding applies in terms of the coatings’ durability and the potential for extendingthe service life of existing bridges. Most of the interviewed State DOTs’ personnel assessed the products listed in respective DOT’sQualified Products Lists as performing ‘well’. However, there was significant variability between states in the type of the productsused. Among the agencies contacted, none was able to suggest the most promising or advanced products, either for concrete orsteel bridge beam end treatments. This suggests that comprehensive laboratory evaluation would be necessary for selecting the bestavailable beam end treatments and coatings.

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      참고문헌 (Reference)

      1 Ibrahim, M, "Use of surface treatment materials to improve concrete durability" 11 (11): 36-40, 1999

      2 Basheer, P. A. M, "Surface treatments for concrete: Assessment methods and reported performance" 11 (11): 413-429, 1997

      3 Myers, J, "Structural Steel coatings for corrosion mitigation" Center for transportation infrastructure and safety. Missouri Department of Transportation, Jefferson City, MO 2010

      4 US Department of Transportation, "Status of the Nation’s Highways, Bridges, and Transit" 2010

      5 Cady, P. D, "Sealers for portland cement concrete highway facilities" Transportation Research Board 1994

      6 Tabatabai, H, "Rehabilitation techniques for concrete bridges" Wisconsin Highway Research Program 2005

      7 Whiting, D. A, "Rehabilitation of prestressed concrete bridge components by nonelectrical (conventional) methods" Federal Highway Administration 1998

      8 Sohanghpurwala, A, "Protection for life extension of existing reinforced concrete bridge elements" Transportation Research Board 2009

      9 Ghoddousi, P, "Proceedings of the international conference on sustainable construction materials and technologies, 11–13 June 2007 Coventry, Special papers proceedings" Pub. UW Milwaukee CBU 78-84, 2007

      10 Needham, D. E, "Prestressed concrete beam end repair" Federal Highway Administration 2000

      1 Ibrahim, M, "Use of surface treatment materials to improve concrete durability" 11 (11): 36-40, 1999

      2 Basheer, P. A. M, "Surface treatments for concrete: Assessment methods and reported performance" 11 (11): 413-429, 1997

      3 Myers, J, "Structural Steel coatings for corrosion mitigation" Center for transportation infrastructure and safety. Missouri Department of Transportation, Jefferson City, MO 2010

      4 US Department of Transportation, "Status of the Nation’s Highways, Bridges, and Transit" 2010

      5 Cady, P. D, "Sealers for portland cement concrete highway facilities" Transportation Research Board 1994

      6 Tabatabai, H, "Rehabilitation techniques for concrete bridges" Wisconsin Highway Research Program 2005

      7 Whiting, D. A, "Rehabilitation of prestressed concrete bridge components by nonelectrical (conventional) methods" Federal Highway Administration 1998

      8 Sohanghpurwala, A, "Protection for life extension of existing reinforced concrete bridge elements" Transportation Research Board 2009

      9 Ghoddousi, P, "Proceedings of the international conference on sustainable construction materials and technologies, 11–13 June 2007 Coventry, Special papers proceedings" Pub. UW Milwaukee CBU 78-84, 2007

      10 Needham, D. E, "Prestressed concrete beam end repair" Federal Highway Administration 2000

      11 Al-Gahtani, A. S, "Performance of concrete surface treatment systems" 21 (21): 64-68, 1999

      12 Yao, Y, "Performance evaluation of one-coat systems for new steel bridges" Federal Highway Administration 2011

      13 Henry, G, "Penetrating water-repellent sealers" 26 (26): 81-83, 2004

      14 Grand Challenges for Engineering, "National Academy of Engineering of the national academies"

      15 "Michigan Department of Transportation Special Provision for Prestressed Concrete I Beam End Repair with Latex Modified Concrete"

      16 Sohanghpurwala, A, "Manual on service life of corrosion- damaged reinforced concrete bridge superstructure elements" Transportation Research Board 2006

      17 AASHTO/NSBA Steel Bridge Collaboration, "Guide Specification for Application of Coating Systems with Zinc-Rich Primers to Steel Bridges" The Society for Protective Coatings 2006

      18 Paul, J. H, "Extending the life of concrete repairs" 20 (20): 62-66, 1998

      19 Younce, R, "Experimental concrete coating application on the median barrier of I-65 in Louisville" Kentucky Transportation Center 2008

      20 Helsel, J. L, "Estimating the cost and service life of protective coatings" 25 (25): 32-40, 2008

      21 Kerkhoff, B, "Effects of substances on concrete and guide to protective treatments" Portland Cement Association 2007

      22 Portland Cement Association (PCA) Concrete Information, "Effects of Substances on Concrete and Guide to Protective Treatments. IS001" PCA, Skokie, IL 2001

      23 Van de Lindt, J. W, "Development of steel beam end deterioration guidelines" ederal Highway Administration 2005

      24 Holland, T. C, "Corrosion protection for reinforced concrete: a summary of corrosion prevention strategies" 37 (37): 4-, 1992

      25 Whiting, D. A, "Conditions of prestressed concrete bridge components: Technology review and field surveys" Federal Highway Administration 1993

      26 Whiting, D. A, "Condition evaluation of concrete bridges relative to reinforcement corrosion, vol. 5: Methods for evaluating the effectiveness of penetrating sealers" Strategic Highway Research Program 1992

      27 Williams, J, "Coating of structural steel for public structures, corrosion defense" Federal Highway Administration

      28 Ahlborn, T. M, "Causes and cures of prestressed concrete I-beam end deterioration" Center for Structural Durability, Michigan Tech Transportation Institute, and Michigan Department of Transportation Report RC-112 2002

      29 Kline E. S, "Bridges for service life beyond 100 years: Corrosion protection for 100 years"

      30 Silano L. G, "Bridge inspection and rehabilitation. A practical guide" Wiley 1993

      31 "ACI Committee 546 Concrete Repair Guide" ACI 46R-96, American Concrete Institute 1996

      32 "ACI 345.1R-06 Guide for Maintenance of Concrete Bridge Members" American Concrete Institute 2006

      33 Palle, S, "). Coatings, sealants and fillers to address bridge concrete deterioration and aestheticsphase I" Kentucky Transportation Center 2006

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      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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