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      KCI등재

      130 km/h의 소형차 충돌속도와 272 kJ의 고 충돌에너지를 만족시키는 반강성 방호울타리의 개발

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      https://www.riss.kr/link?id=A103322883

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      다국어 초록 (Multilingual Abstract)

      A semi-rigid barrier, which was designed to resist a high impact severity of 272 kJ (13-ton bus-90 km/h-15°), was improved to ensure the occupant safety of a small car impact of 0.9-ton small car-130 km/h-20° by performing extensive finite element analyses (FEAs). To meet the occupant safety requirements of the small car impact, the gradient of small car lateral velocity-time history curve for the semi-rigid barrier designed to resist the high impact severity should be adjusted such that it was increased during the initial stage of impact and decreased before the occurrence of THIV. The semi-rigid barrier employing asymmetric slip block-outs with a length of 25 cm could achieve the intended pattern of the vehicle velocity gradients. And among the semi-rigid barriers using asymmetric slip block-outs the barrier with 3 rails provided better occupant safety compared to the barrier with 2 rails.
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      A semi-rigid barrier, which was designed to resist a high impact severity of 272 kJ (13-ton bus-90 km/h-15°), was improved to ensure the occupant safety of a small car impact of 0.9-ton small car-130 km/h-20° by performing extensive finite element a...

      A semi-rigid barrier, which was designed to resist a high impact severity of 272 kJ (13-ton bus-90 km/h-15°), was improved to ensure the occupant safety of a small car impact of 0.9-ton small car-130 km/h-20° by performing extensive finite element analyses (FEAs). To meet the occupant safety requirements of the small car impact, the gradient of small car lateral velocity-time history curve for the semi-rigid barrier designed to resist the high impact severity should be adjusted such that it was increased during the initial stage of impact and decreased before the occurrence of THIV. The semi-rigid barrier employing asymmetric slip block-outs with a length of 25 cm could achieve the intended pattern of the vehicle velocity gradients. And among the semi-rigid barriers using asymmetric slip block-outs the barrier with 3 rails provided better occupant safety compared to the barrier with 2 rails.

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      참고문헌 (Reference)

      1 Fricke, L. B., "Traffic Accident Reconstruction" Northwestern University 1990

      2 Olson, R. M., "Tentative Service Requirements for Bridge Rail Systems" Highway Research Board 1970

      3 Kim, K., "Strategy to increase the speed of a small car impact to a semi-rigid barrier designed for high impact severity" 21 (21): 310-322, 2016

      4 Beason, W. L., "Single-Slope Concrete Median Barrier" (1302) : 11-23, 1991

      5 Borovinsek, M., "Simulation of crash tests for high containment levels of road safety barriers" 14 (14): 1711-1718, 2010

      6 "Roadside Design Guide"

      7 Committee for European Norms, "Road restraint systems Part 2: Performance classes, impact test acceptance criteria and test methods for safety barriers including vehicle parapets" European Committee for Standardization 2010

      8 Bonin, G., "Retrofit of an existing Italian bridge rail for H4a containment level using simulation" 16 (16): 258-270, 2009

      9 Ray, M. H., "Procedures for Verification and Validation of Computer Simulation Used for Roadside Safety Application" Transportation Research Board 2010

      10 "Manual for Assessing Safety Hardware"

      1 Fricke, L. B., "Traffic Accident Reconstruction" Northwestern University 1990

      2 Olson, R. M., "Tentative Service Requirements for Bridge Rail Systems" Highway Research Board 1970

      3 Kim, K., "Strategy to increase the speed of a small car impact to a semi-rigid barrier designed for high impact severity" 21 (21): 310-322, 2016

      4 Beason, W. L., "Single-Slope Concrete Median Barrier" (1302) : 11-23, 1991

      5 Borovinsek, M., "Simulation of crash tests for high containment levels of road safety barriers" 14 (14): 1711-1718, 2010

      6 "Roadside Design Guide"

      7 Committee for European Norms, "Road restraint systems Part 2: Performance classes, impact test acceptance criteria and test methods for safety barriers including vehicle parapets" European Committee for Standardization 2010

      8 Bonin, G., "Retrofit of an existing Italian bridge rail for H4a containment level using simulation" 16 (16): 258-270, 2009

      9 Ray, M. H., "Procedures for Verification and Validation of Computer Simulation Used for Roadside Safety Application" Transportation Research Board 2010

      10 "Manual for Assessing Safety Hardware"

      11 Hirsch, T. J., "Longitudinal barriers for buses and trucks state of the art(FHWA/TX-86/32+416-2F)" Texas Transportation Institute, Texas A&M University System College Station 1985

      12 Hallquist, J. O., "LS-DYNA Keyword User's Manual" Livermore Software Technology Corporation 2007

      13 "Guide for the Installation and Maintenance of Roadside Safety Features – Vehicle Protection Systems"

      14 National Crash Analysis Center, "Finite Element Model Archive. The National Crash Analysis Center" The George Washington University 2007

      15 Ray, M. H., "Experience with cable median barriers in the United States: Design standards, policies, and performance" 135 (135): 711-720, 2009

      16 Ministry of Land, Infrastructure and Transport, "Development of Road Safety Technologies for SMART Highway" Korea Agency for Infrastructure Technology Advancement 2013

      17 Atahan, A. O., "Crash testing and evaluation of a new generation L1 containment level guardrail" 38 : 25-37, 2014

      18 Cansiz, O. F., "Crash test simulation of a modified thrie-beam high containment level guardrail under NCHRP Report 350 TL 4-12 conditions" 13 (13): 2-18, 2006

      19 Bronstad, M.E., "Concrete Median Barrier Research Volume Ⅰ Executive Summary" FHWA 1976

      20 Villwock, N. M., "Cable Barriers and Traffic Safety on Rural Interstates" 137 (137): 248-259, 2010

      21 Wang, Q., "An efficient FE model of slender members for crash analysis of cable barriers" 52 : 240-256, 2013

      22 "AASHTO LRFD Bridge Design Specifications"

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2026 평가예정 재인증평가 신청대상 (재인증)
      2020-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2017-01-01 평가 등재학술지 유지 (계속평가) KCI등재
      2013-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2010-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2009-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2008-01-01 평가 등재후보학술지 유지 (등재후보1차) KCI등재후보
      2006-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.43 0.43 0.41
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.41 0.4 0.602 0.11
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