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      KCI등재 SCIE SCOPUS

      Flexural ductility of reinforced HSC beams strengthened with CFRP sheets

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      https://www.riss.kr/link?id=A104815904

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      다국어 초록 (Multilingual Abstract)

      Externally bonding fiber reinforced polymer (FRP) sheets with an epoxy resin is an effective technique for strengthening and repairing reinforced concrete (RC) beams under flexural loads. Their resistance to electro-chemical corrosion, high strength-t...

      Externally bonding fiber reinforced polymer (FRP) sheets with an epoxy resin is an effective technique for strengthening and repairing reinforced concrete (RC) beams under flexural loads. Their resistance to electro-chemical corrosion, high strength-to-weight ratio, larger creep strain, fatigue resistance, and nonmagnetic and nonmetallic properties make carbon fiber reinforced polymer (CFRP) composites a viable alternative to bonding of steel plates in repair and rehabilitation of RC structures. The objective of this

      investigation is to study the effectiveness of CFRP sheets on ductility and flexural strength of reinforced high strength concrete (HSC) beams. This objective is achieved by conducting the following tasks: (1) flexural

      four-point testing of reinforced HSC beams strengthened with different amounts of cross-ply of CFRP sheets with different amount of tensile reinforcement up to failure; (2) calculating the effect of different layouts of

      CFRP sheets on the flexural strength; (3) Evaluating the failure modes; (4) developing an analytical procedure based on compatibility of deformations and equilibrium of forces to calculate the flexural strength of reinforced HSC beams strengthened with CFRP composites; and (5) comparing the analytical calculations with experimental results.

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      참고문헌 (Reference)

      1 Balaguru, P., "Use of inorganic polymer-fiber composites for repair and rehabilitation of infrastructures" 155-168, 1997

      2 Fanning, P.J., "Ultimate response of RC beams strengthened with CFRP plates" 5 (5): 122-127, 2001

      3 Naaman, A., "Structural ductility of concrete prestressed beams with FRP tendons" 379-386, 1995

      4 Spadea, G., "Structural behavior of composite RC beams with externally bonded CFRP" 2 (2): 132-137, 1998

      5 Grace, N.F., "Strengthening reinforced concrete beams using fiber reinforced polymer(FRP)laminates" 96 (96): 865-874, 1999

      6 Ross, C.A., "Strengthening of reinforced concrete beams with externally bonded composite laminates" 96 (96): 212-220, 1999

      7 Sharif, A., "Strengthening of initially loaded reinforced concrete beams using FRP plates" 91 (91): 160-168, 1994

      8 ACI, "State-of-the-art report on high-strength concrete, ACI 363R, (1991), RC beams strengthened with FRP plates II: Analysis and parametric study" 117 (117): 3434-3455, 1992

      9 Mansur, M.A., "Some engineering properties of locally produced high-strength concrete" CI-Premier Pte. Ltd. 97-106, 1994

      10 Park, R., "Reinforced concrete structures" Wiley 1975

      1 Balaguru, P., "Use of inorganic polymer-fiber composites for repair and rehabilitation of infrastructures" 155-168, 1997

      2 Fanning, P.J., "Ultimate response of RC beams strengthened with CFRP plates" 5 (5): 122-127, 2001

      3 Naaman, A., "Structural ductility of concrete prestressed beams with FRP tendons" 379-386, 1995

      4 Spadea, G., "Structural behavior of composite RC beams with externally bonded CFRP" 2 (2): 132-137, 1998

      5 Grace, N.F., "Strengthening reinforced concrete beams using fiber reinforced polymer(FRP)laminates" 96 (96): 865-874, 1999

      6 Ross, C.A., "Strengthening of reinforced concrete beams with externally bonded composite laminates" 96 (96): 212-220, 1999

      7 Sharif, A., "Strengthening of initially loaded reinforced concrete beams using FRP plates" 91 (91): 160-168, 1994

      8 ACI, "State-of-the-art report on high-strength concrete, ACI 363R, (1991), RC beams strengthened with FRP plates II: Analysis and parametric study" 117 (117): 3434-3455, 1992

      9 Mansur, M.A., "Some engineering properties of locally produced high-strength concrete" CI-Premier Pte. Ltd. 97-106, 1994

      10 Park, R., "Reinforced concrete structures" Wiley 1975

      11 Saadatmanesh, H., "RC beams strengthened with GFRP plates,I:Experimental study" 117 (117): 3417-3433, 1991

      12 Carrasquillo, R.L., "Properties of high strength concrete subject to shortterm loads" 78 (78): 171-178, 1981

      13 Malek, A.M., "Prediction of failure load of R/C beams strengthened with FRP plate due to stress concentration at the plate end" 95 (95): 142-152, 1998

      14 Mukhopadhyaya, P., "Optimizing structural response of beams strengthened with GFRP plates" 2 (2): 87-95, 1998

      15 Fédération Internationale de la Précontrainte/Comité Euro-International du Béton(FIP/CEB), "High strength concrete:State of the art report" Bull. d’Information 1990

      16 Maghsoudi, A.A., "Flexural ductility of HSC members" 24 (24): 195-213, 2006

      17 Toutanji, H., "Flexural behavior of reinforced concrete beams externally strengthened with CFRP sheets bonded with an inorganic and inorganic matrix" 28 : 557-566, 2006

      18 Buyukozturk, O., "Failure behavior of precracked concrete beams retrofitted with FRP" 2 (2): 138-144, 1998

      19 Burg, R.G., "Engineering properties of commercially available high-strength concretes, PCA Research & Development Bull" Portland Cement Association, Skokie, Ill 1992

      20 Oztekin, E., "Determination of rectangular stress block parameters for high performance concrete" 25 : 371-376, 2003

      21 Sonobe, Y., "Design guidelines of FRP reinforced concrete building structures" 1 (1): 90-115, 1997

      22 Maghsoudi, A.A., "Design for ductility of structures" Shaheed Bahonar University Publications 1996

      23 Rashid, M.A., "Correlations between mechanical properties of highstrength concrete" 14 (14): 230-238, 2002

      24 Hognestad, E., "Concrete stress distribution in ultimate strength design" 52 (52): 455-479, 1955

      25 Rahimi, H., "Concrete beams strengthened with externally bonded FRP plates" 5 (5): 44-56, 2001

      26 Rabinovitch, O., "Closed-form high-order analysis of RC beams strengthened with FRP strips" 4 (4): 65-74, 2000

      27 ACI Committee 318, "Building code requirements for reinforced concrete" American Concrete Institute, Detroit 1989

      28 GangaRao, H.V.S., "Bending behavior of concrete beams wrapped with carbon fabric" 124 (124): 3-10, 1998

      29 Paster, J.A., "Behavior of high-strength concrete beams" Department of Structural Engineering, Cornell University 311-, 1984

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      2022 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2021-12-01 평가 등재후보 탈락 (해외등재 학술지 평가)
      2020-12-01 평가 등재후보로 하락 (해외등재 학술지 평가) KCI등재후보
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-04-09 학회명변경 한글명 : (사)국제구조공학회 -> 국제구조공학회 KCI등재
      2007-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-06-16 학회명변경 영문명 : Ternational Association Of Structural Engineering And Mechanics -> International Association of Structural Engineering And Mechanics KCI등재
      2005-05-26 학술지명변경 한글명 : 국제구조계산역학지 -> Structural Engineering and Mechanics, An Int'l Journal KCI등재
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      1999-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 1.12 0.62 0.94
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.79 0.68 0.453 0.33
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