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      프리캐스트 프리스트레스트 콘크리트 포장의긴장에 의한 거동 해석 = Behavior of Precast Prestressed Concrete Pavementsunder Post-Tensioning

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      https://www.riss.kr/link?id=A104950833

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      다국어 초록 (Multilingual Abstract)

      The pavement system constructed by tieing a number of precast concrete slabs employing prestressing techniques is called the precast prestressed concrete pavement. The behavior of this type of pavement system under post-tensioning was analyzed using a finite element model. First, the optimal number of anchors was determined by investigating the distribution of compressive stresses in the pavement system due to post-tensioning. Then, the effects of the parameters such as the horizontal resistance of underlying layers, the pavement length, the slab thickness, and the bearing area of the anchorage on the distribution of compressive stresses were analyzed. The horizontal resistance of underlying layers induced the loss of compressive stresses, and the loss increased in the middle of the pavement. As the pavement length increased or the slab thickness decreased, the stress loss due to the horizontal resistance of underlying layers became larger. However, the bearing area of the anchorage where the compressive forces were applied did not much affect the distribution of compressive stresses.
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      The pavement system constructed by tieing a number of precast concrete slabs employing prestressing techniques is called the precast prestressed concrete pavement. The behavior of this type of pavement system under post-tensioning was analyzed using a...

      The pavement system constructed by tieing a number of precast concrete slabs employing prestressing techniques is called the precast prestressed concrete pavement. The behavior of this type of pavement system under post-tensioning was analyzed using a finite element model. First, the optimal number of anchors was determined by investigating the distribution of compressive stresses in the pavement system due to post-tensioning. Then, the effects of the parameters such as the horizontal resistance of underlying layers, the pavement length, the slab thickness, and the bearing area of the anchorage on the distribution of compressive stresses were analyzed. The horizontal resistance of underlying layers induced the loss of compressive stresses, and the loss increased in the middle of the pavement. As the pavement length increased or the slab thickness decreased, the stress loss due to the horizontal resistance of underlying layers became larger. However, the bearing area of the anchorage where the compressive forces were applied did not much affect the distribution of compressive stresses.

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      참고문헌 (Reference)

      1 김성민, "프리캐스트 콘크리트 포장 설계 및 시험시공" 한국도로학회 151-155, 2007

      2 Hargett, "″Prestressed concrete panels for pavement construction" 43-49, 1970

      3 Elkins, "″Precast repair of continuously reinforced concrete pavement Center for Transportation Research The University of Texas at Austin" 90-, 1979

      4 Kondo, "″Development of a prestressing method for joints of precast prestressed concrete pavement slabs ″ International Symposium on Concrete Roads" 83-88, 1994

      5 Meyer, "″ Journal of Transportation Engineering" 615-631, 1983

      6 ABAQUS, "User′s Manual Version 6.5, Hibbit" Karlsson & Sorensen, Inc., Pawtucket, R.I 2005

      7 Merritt, D. K, "The feasibility of using precast concrete panels to expedite highway pavement construction" The University of Texas at Austin 168-, 2000

      8 Merritt, D. K, "Feasibility of precastprestressed concrete panels for expediting PCC pavement construction" The University of Texas at Austin 4-, 2001

      9 Merritt, D. K, "Construction and preliminary monitoring of the Georgetown, Texas precast prestressed concrete pavement" The University of Texas at Austin 168-, 2002

      1 김성민, "프리캐스트 콘크리트 포장 설계 및 시험시공" 한국도로학회 151-155, 2007

      2 Hargett, "″Prestressed concrete panels for pavement construction" 43-49, 1970

      3 Elkins, "″Precast repair of continuously reinforced concrete pavement Center for Transportation Research The University of Texas at Austin" 90-, 1979

      4 Kondo, "″Development of a prestressing method for joints of precast prestressed concrete pavement slabs ″ International Symposium on Concrete Roads" 83-88, 1994

      5 Meyer, "″ Journal of Transportation Engineering" 615-631, 1983

      6 ABAQUS, "User′s Manual Version 6.5, Hibbit" Karlsson & Sorensen, Inc., Pawtucket, R.I 2005

      7 Merritt, D. K, "The feasibility of using precast concrete panels to expedite highway pavement construction" The University of Texas at Austin 168-, 2000

      8 Merritt, D. K, "Feasibility of precastprestressed concrete panels for expediting PCC pavement construction" The University of Texas at Austin 4-, 2001

      9 Merritt, D. K, "Construction and preliminary monitoring of the Georgetown, Texas precast prestressed concrete pavement" The University of Texas at Austin 168-, 2002

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2027 평가예정 재인증평가 신청대상 (재인증)
      2021-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2018-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2015-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2006-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2005-05-29 학술지등록 한글명 : 한국도로학회논문집
      외국어명 : 미등록
      KCI등재후보
      2005-01-18 학회명변경 한글명 : 한국도로포장공학회 -> 한국도로학회
      영문명 : Korean Society Of Pavement Engineers -> Korean Society Of Road Engineers
      KCI등재후보
      2005-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2003-07-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.27 0.27 0.23
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.26 0.27 0.436 0.09
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