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      KCI등재 SCIE SCOPUS

      Study on the Fracture Properties of the PMMA Structure for the JUNO Central Detector

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      https://www.riss.kr/link?id=A106228493

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      다국어 초록 (Multilingual Abstract)

      Polymethyl methacrylate (PMMA) is increasingly used in building structures nowadays. PMMA materials utilized in structures have different fracture property compared with those used in aircrafts or biomedical equipment. Single-edge-notch bending (SENB)...

      Polymethyl methacrylate (PMMA) is increasingly used in building structures nowadays. PMMA materials utilized in structures have different fracture property compared with those used in aircrafts or biomedical equipment. Single-edge-notch bending (SENB) tests were firstly carried out at various temperatures (-40°C, -20°C, 0°C, 20°C, and 40°C) to determine the KIC values of base PMMA materials and connected areas. The crack-resisting capacity of PMMA plate is subsequently studied. The fracture property of the PMMA joint for the Jiangmen Underground Neutrino Observatory (JUNO) central detector is investigated. The results show that base PMMA material has higher KIC values than connected area. The KIC of base PMMA material is lowest at 20°C and highest at -20°C, while that of connected area is lowest at 40°C and highest at -40°C. For the PMMA joint of the JUNO detector, the cracks perpendicular to the X axis are more disadvantageous than those perpendicular to the Z axis. The stress intensity factors (SIFs) at the crack front of the embedded crack decrease with the increase of embedded depth. Due to the presence of two parallel surface or embedded cracks, the SIFs at the crack front decrease.

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      참고문헌 (Reference)

      1 ChangQing Miao, "Temperature gradient and its effect on flat steel box girder of long-span suspension bridge" Springer Science and Business Media LLC 56 (56): 1929-1939, 2013

      2 Zhang, Q. H., "Review on fatigue problems of orthotropic steel bridge deck" 30 (30): 14-30, 2017

      3 오창국, "Proposed Revisions to Fatigue Provisions of Orthotropic Steel Deck Systems for Long Span Cable Bridges" 한국강구조학회 14 (14): 811-819, 2014

      4 Ye Xia, "Optimization of Design Details in Orthotropic Steel Decks Subjected to Static and Fatigue Loads" SAGE Publications 2331 (2331): 14-23, 2013

      5 Connor, R., "Manual for design, construction, and maintenance of orthotropic steel deck bridges" US Department of Transportation Federal Highway Administration 2012

      6 Wang, G., "Influence of temperature action on the fatigue effect of steel deck with pavement" 33 (33): 115-123, 2016

      7 T GUO, "Influence of ambient temperature on the fatigue damage of welded bridge decks" Elsevier BV 30 (30): 1092-1102, 2008

      8 AASHTO, "Guide specification for fatigue evaluation of existing steel bridge"

      9 Qing-Hua Zhang, "Fatigue tests and fatigue assessment approaches for rib-to-diaphragm in steel orthotropic decks" Elsevier BV 114 : 110-118, 2015

      10 Heng, J., "Fatigue performance of rib-to-deck joints in orthotropic steel decks with thickened edge U-ribs" 22 (22): 04017059-, 2017

      1 ChangQing Miao, "Temperature gradient and its effect on flat steel box girder of long-span suspension bridge" Springer Science and Business Media LLC 56 (56): 1929-1939, 2013

      2 Zhang, Q. H., "Review on fatigue problems of orthotropic steel bridge deck" 30 (30): 14-30, 2017

      3 오창국, "Proposed Revisions to Fatigue Provisions of Orthotropic Steel Deck Systems for Long Span Cable Bridges" 한국강구조학회 14 (14): 811-819, 2014

      4 Ye Xia, "Optimization of Design Details in Orthotropic Steel Decks Subjected to Static and Fatigue Loads" SAGE Publications 2331 (2331): 14-23, 2013

      5 Connor, R., "Manual for design, construction, and maintenance of orthotropic steel deck bridges" US Department of Transportation Federal Highway Administration 2012

      6 Wang, G., "Influence of temperature action on the fatigue effect of steel deck with pavement" 33 (33): 115-123, 2016

      7 T GUO, "Influence of ambient temperature on the fatigue damage of welded bridge decks" Elsevier BV 30 (30): 1092-1102, 2008

      8 AASHTO, "Guide specification for fatigue evaluation of existing steel bridge"

      9 Qing-Hua Zhang, "Fatigue tests and fatigue assessment approaches for rib-to-diaphragm in steel orthotropic decks" Elsevier BV 114 : 110-118, 2015

      10 Heng, J., "Fatigue performance of rib-to-deck joints in orthotropic steel decks with thickened edge U-ribs" 22 (22): 04017059-, 2017

      11 Z.H. Qian, "Fatigue failure of welded connections at orthotropic bridges" Gruppo Italiano Frattura 3 (3): 105-112, 2009

      12 Tang, L., "Fatigue experimental study of a full-scale steel orthotropic deck model" 47 (47): 112-122, 2014

      13 Kozy, B. M., "Fatigue design of orthotropic steel bridges" ASCE 541-553, 2010

      14 Zhongqiu Fu, "Fatigue Performance of Roof and U-Rib Weld of Orthotropic Steel Bridge Deck with Different Penetration Rates" American Society of Civil Engineers (ASCE) 22 (22): 04017016-, 2017

      15 Samol Ya, "Fatigue Evaluation of Rib-to-Deck Welded Joints of Orthotropic Steel Bridge Deck" American Society of Civil Engineers (ASCE) 16 (16): 492-499, 2011

      16 Chong Wu, "Fatigue Behavior Assessment Method of the Orthotropic Steel Deck for a Self-anchored Suspension Railway Bridge" Elsevier BV 161 : 91-96, 2016

      17 Zhongqiu Fu, "Experimental Study on the Fatigue Performance of Roof and U-rib Welds of Orthotropic Steel Bridge Decks" 대한토목학회 22 (22): 270-278, 2018

      18 Shigenobu Kainuma, "Experiment on fatigue behavior of rib-to-deck weld root in orthotropic steel decks" Elsevier BV 119 : 113-122, 2016

      19 Bohai Ji, "Evaluation on root-deck fatigue of orthotropic steel bridge deck" Elsevier BV 90 : 174-183, 2013

      20 "Design of steel stuctures−Part 1-9: Fatigue, BS EN 1993-1-19:2005"

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-05-27 학술지명변경 한글명 : 대한토목학회 영문논문집 -> KSCE Journal of Civil Engineering KCI등재
      2005-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2004-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2002-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.59 0.12 0.49
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.42 0.39 0.286 0.06
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