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      KCI등재 SCIE SCOPUS

      Numerical simulation of reinforced concrete slabs under missile impact

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      https://www.riss.kr/link?id=A104824202

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      다국어 초록 (Multilingual Abstract)

      This paper presents a numerical analysis of reinforced concrete slabs under missile impactloading. The specimen used for the numerical simulation was tested by the Technical Research Center ofFinland. LS-DYNA, commercial available software, is used to analyze the model. The structuralcomponents of the reinforced concrete slab, missile, and their contacts are fully modeled. Included in theanalysis is material nonlinearity considering damage and failure. The results of analysis are then verifiedwith other research results. Parametric studies with different longitudinal rebar ratios, shear bar ratios, andconcrete strengths are conducted to investigate their influences on the punching behavior of slabs under theimpact of a missile. Finally, efficient designs are recommended.
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      This paper presents a numerical analysis of reinforced concrete slabs under missile impactloading. The specimen used for the numerical simulation was tested by the Technical Research Center ofFinland. LS-DYNA, commercial available software, is used to...

      This paper presents a numerical analysis of reinforced concrete slabs under missile impactloading. The specimen used for the numerical simulation was tested by the Technical Research Center ofFinland. LS-DYNA, commercial available software, is used to analyze the model. The structuralcomponents of the reinforced concrete slab, missile, and their contacts are fully modeled. Included in theanalysis is material nonlinearity considering damage and failure. The results of analysis are then verifiedwith other research results. Parametric studies with different longitudinal rebar ratios, shear bar ratios, andconcrete strengths are conducted to investigate their influences on the punching behavior of slabs under theimpact of a missile. Finally, efficient designs are recommended.

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      참고문헌 (Reference)

      1 "fib MC2010 fib Model Code for Concrete Structures 2010"

      2 Jones, N., "Structural Impact" Cambridge Univerity Press 2012

      3 Sagals, G., "Sensitivity studies of reinforced concrete slabs under impact loading" 2011

      4 Polanco-Loria, M., "Numerical predictions of ballistic limits for concrete slabs using a modified version of the HJC concrete model" 35 : 290-303, 2008

      5 Marais, S. T., "Material test at high strain rate using the split Hopkinson pressure bar" 1 : 319-339, 2004

      6 LS-DYNA, "Key User’s Manual, Version 971"

      7 Shiu, W., "Influence of the reinforcement on penetration and perforation of concrete targets - a discrete element analysis" 16 (16): 29-45, 2009

      8 Lastunen, A., "Impact test facility"

      9 Vepsä, A., "IRIS_2010-Part II:Experiment data" 2011

      10 Tuomala, M., "Hard missile impact on prestressed shear reinforced slab" 5 (5): 437-451, 2010

      1 "fib MC2010 fib Model Code for Concrete Structures 2010"

      2 Jones, N., "Structural Impact" Cambridge Univerity Press 2012

      3 Sagals, G., "Sensitivity studies of reinforced concrete slabs under impact loading" 2011

      4 Polanco-Loria, M., "Numerical predictions of ballistic limits for concrete slabs using a modified version of the HJC concrete model" 35 : 290-303, 2008

      5 Marais, S. T., "Material test at high strain rate using the split Hopkinson pressure bar" 1 : 319-339, 2004

      6 LS-DYNA, "Key User’s Manual, Version 971"

      7 Shiu, W., "Influence of the reinforcement on penetration and perforation of concrete targets - a discrete element analysis" 16 (16): 29-45, 2009

      8 Lastunen, A., "Impact test facility"

      9 Vepsä, A., "IRIS_2010-Part II:Experiment data" 2011

      10 Tuomala, M., "Hard missile impact on prestressed shear reinforced slab" 5 (5): 437-451, 2010

      11 Martin, O., "Finite element analysis on the VTT-IRSN flexural failure test" 252 : 88-95, 2012

      12 Martin, O., "Finite element analysis on the Meppen-II-4 slab test" 247 : 1-10, 2012

      13 Saarenheimo, A., "Experimental and numerical studies on projectile impacts" 42 (42): 1-37, 2009

      14 EN 1992-1-1, "Eurocode 2, Design of concrete structure - Part 1-1: General rules and rules for buildings" Brussels 2004

      15 Zineddin, M., "Dynamic response and behavior of reinforced concrete slabs under impact loading" 34 : 1517-1534, 2007

      16 Nilson, A. H., "Design of Concrete Structures" Mc Graw Hill 2010

      17 Daudeville, L., "Concrete structures under impact" 15 (15): 101-140, 2011

      18 Schwer, L., "An Introduction to the Winfrith Concrete Model"

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      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
      2005-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2002-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1999-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 1.12 0.62 0.94
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.79 0.68 0.453 0.33
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