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      KCI등재 SCIE SCOPUS

      Numerical and Experimental Study on Anti-slipping Performance of Cable Clamp for Two-Way Orthogonal Full Locked Coil Cables

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      https://www.riss.kr/link?id=A106915979

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      다국어 초록 (Multilingual Abstract)

      The cable structure has been widely adopted in some engineering applications. Cable clamp and its anti-slipping performance is the key factor to assure the bearing capacity for cable structure. This paper is concerned with the slipping resistance betw...

      The cable structure has been widely adopted in some engineering applications. Cable clamp and its anti-slipping performance is the key factor to assure the bearing capacity for cable structure. This paper is concerned with the slipping resistance between cable clamp and Z shape full locked coil cables in a two-way orthogonal cable-net structure. Firstly, a new method for laboratory test of the clamp is designed, which is carried out under cable tension. The clamping force of high-strength bolt and the pushing force are monitored in real time. According to force reaction–displacement graphs obtained from the test, the reasonable anti-slipping ultimate frictional force of the clamp is determined and the precise friction coeffi cient of the clamp is calculated by the data from real-time monitoring. Finally, through the simulation analysis of nonlinear fi nite element model, the results are basically consistent with the laboratory test. The proposed method can be extended to solve anti-slipping problems of similar cable clamps.

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      참고문헌 (Reference)

      1 Zhang, Z., "proper shape analysis of spatial cableframes" 26 (26): 95-103, 2011

      2 Feyrer, K., "Wire ropes: Tension, endurance, reliability. 21 (2)" Springer Ebooks 1-10, 2007

      3 Kobayashi, T., "The reduction of bolt load in bolted flange joints due to gasket creep-relaxation characteristics" American Society of Mechanical Engineers 97-104, 2004

      4 Bowden, F. P., "The friction and lubrication of solids" 19 (19): 428-429, 1951

      5 Madenci, E., "The finite element method and applications in engineering using ANSYS ®" Springer 2006

      6 Zhengxing, G., "Study on cable construction technology of cable-net structure of Suzhou Swimming Stadium" 45 (45): 17-21, 2016

      7 Hongbo Liu, "Structural behavior of the suspen-dome structures and the cable dome structures with sliding cable joints" 국제구조공학회 43 (43): 53-70, 2012

      8 "Standard: DIN 18800-1. Steel structures—part 1: Design and construction"

      9 Wei, T., "Research on the anti-sliding performance of galfan cable clips" Southeast University 2015

      10 Thiem, K., "Properties of and applications with full locked coil rope assemblies" 495-502, 2017

      1 Zhang, Z., "proper shape analysis of spatial cableframes" 26 (26): 95-103, 2011

      2 Feyrer, K., "Wire ropes: Tension, endurance, reliability. 21 (2)" Springer Ebooks 1-10, 2007

      3 Kobayashi, T., "The reduction of bolt load in bolted flange joints due to gasket creep-relaxation characteristics" American Society of Mechanical Engineers 97-104, 2004

      4 Bowden, F. P., "The friction and lubrication of solids" 19 (19): 428-429, 1951

      5 Madenci, E., "The finite element method and applications in engineering using ANSYS ®" Springer 2006

      6 Zhengxing, G., "Study on cable construction technology of cable-net structure of Suzhou Swimming Stadium" 45 (45): 17-21, 2016

      7 Hongbo Liu, "Structural behavior of the suspen-dome structures and the cable dome structures with sliding cable joints" 국제구조공학회 43 (43): 53-70, 2012

      8 "Standard: DIN 18800-1. Steel structures—part 1: Design and construction"

      9 Wei, T., "Research on the anti-sliding performance of galfan cable clips" Southeast University 2015

      10 Thiem, K., "Properties of and applications with full locked coil rope assemblies" 495-502, 2017

      11 Castro-Fresno, D., "Numerical and experimental study of a new type of clip for joining cables" 44 : 107-121, 2012

      12 Ray, A., "Microstructural manifestations of fractured Z-profile steel wires on the outer layer of a failed locked coil wire rope" 3 (3): 51-55, 2003

      13 "JTG D65T-05-2015. Specification for design of highway suspension bridge"

      14 "JGJ 257-2012. Technical specification for cable structures"

      15 Hongbo, L., "Influence of cable sliding on the stability of suspen-dome with stacked arches structures" 8 (8): 54-70, 2012

      16 "GB/T 1228-2006. High strength bolts with large hexagon head for steel structures"

      17 Ma, W., "Experimental study of main cable porosity and cable band slippage of Liujiaxia Bridge" 5 : 59-62, 2014

      18 "BS EN 1993-1-11. Design of steel structures part 1.11—Design of structures with tension components"

      19 Chen, Y., "Anti-sliding performance of cable clips of inner concave cable arches in the New Guangzhou Railway Station" 34 (34): 27-32, 2013

      20 "ASCE/SEI 19-10. Structural applications of steel cables for buildings"

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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 선정 (등재후보2차) KCI등재
      2009-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2008-01-01 평가 등재후보학술지 유지 (등재후보2차) KCI등재후보
      2007-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2005-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.62 0.27 0.55
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.5 0.45 0.366 0.03
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