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      KCI등재 SCIE SCOPUS

      An Analytical Research about Parameter Influence on Large-Scale Anchorage Region with Multiple CFRP Cables

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      https://www.riss.kr/link?id=A107269811

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      다국어 초록 (Multilingual Abstract)

      This study investigates the mechanical properties of carbon fiber reinforced polymer (CFRP) cable at the anchoring region where arrange the adhesive material with different mediums aiming at reducing the high stress concentration. The 3D finite elemen...

      This study investigates the mechanical properties of carbon fiber reinforced polymer (CFRP) cable at the anchoring region where arrange the adhesive material with different mediums aiming at reducing the high stress concentration. The 3D finite element (FE) model was established based on cable force of 100t and 1000t, and its accuracy was verified by experimental results. The effects of geometrical dimensions and mediums stiffness on anchoring capacity of the cable was studied. The results show that the proposed anchorage gets high anchoring efficiency. The gradient variation of the stiffness of the adhesive material can effectively reduce the stress crest of the cable at the anchorage region. The distributions of the radial and shear stress of the cable at the anchorage region become comparatively flat with the increase in the number of segments. The variation stiffness and length ratio have the main influence on the stress of the cable in three orientations. Friction coefficient and internal taper have the secondary effects on the radial stress and the axial displacement. Anchor length and thickness of adhesive material only affect the radial stress. Anchorage design should primarily focus on the stiffness and length ratio of the adhesive material. The anchoring method proposed in this paper is helpful to anchor multi-tendon cables efficiently, and promote the application of high-capacity FRP cables in large-span spatial structure.

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      참고문헌 (Reference)

      1 Puigvert F, "Static analysis of adhesively bonded anchorages for CFRP tendons" 61 : 206-215, 2014

      2 Al-Mayah A, "Simplified anchor system for CFRP rods" 17 (17): 584-590, 2013

      3 Smith ST, "Numerical simulation and experimental validation of an integrated barrel-wedge anchorage for CFRP rods" 15 (15): 284-292, 2011

      4 Al-Mayah A, "Novel anchor system for CFRP rod : Finite-element and mathematical models" 11 (11): 469-476, 2007

      5 Taha MMR, "New concrete anchors for carbon fiberreinforced polymer post-tensioning tendons? Part 2 : Development/experimental investigation" 100 (100): 96-104, 2003

      6 Taha MMR, "New concrete anchors for carbon fiberreinforced polymer post-tensioning tendons? Part 1 : State-of-the-art review/design" 100 (100): 86-95, 2003

      7 Fava G, "Mechanical behaviour modelling of a new anchor system for large diameter GFRP bars" 43 (43): 1397-1404, 2012

      8 Schmidt JW, "Mechanical anchorage of FRP tendons – A literature review" 32 : 110-121, 2012

      9 Feng P, "Mechanical analysis of stress distribution in a carbon fiber-reinforced polymer rod bonding anchor" 6 (6): 1129-1143, 2014

      10 Li H, "Experimental and numerical study of the fatigue properties of corroded parallel wire cables" 17 (17): 211-220, 2012

      1 Puigvert F, "Static analysis of adhesively bonded anchorages for CFRP tendons" 61 : 206-215, 2014

      2 Al-Mayah A, "Simplified anchor system for CFRP rods" 17 (17): 584-590, 2013

      3 Smith ST, "Numerical simulation and experimental validation of an integrated barrel-wedge anchorage for CFRP rods" 15 (15): 284-292, 2011

      4 Al-Mayah A, "Novel anchor system for CFRP rod : Finite-element and mathematical models" 11 (11): 469-476, 2007

      5 Taha MMR, "New concrete anchors for carbon fiberreinforced polymer post-tensioning tendons? Part 2 : Development/experimental investigation" 100 (100): 96-104, 2003

      6 Taha MMR, "New concrete anchors for carbon fiberreinforced polymer post-tensioning tendons? Part 1 : State-of-the-art review/design" 100 (100): 86-95, 2003

      7 Fava G, "Mechanical behaviour modelling of a new anchor system for large diameter GFRP bars" 43 (43): 1397-1404, 2012

      8 Schmidt JW, "Mechanical anchorage of FRP tendons – A literature review" 32 : 110-121, 2012

      9 Feng P, "Mechanical analysis of stress distribution in a carbon fiber-reinforced polymer rod bonding anchor" 6 (6): 1129-1143, 2014

      10 Li H, "Experimental and numerical study of the fatigue properties of corroded parallel wire cables" 17 (17): 211-220, 2012

      11 Wang X, "Evaluation of FRP and hybrid FRP cables for super long-span cable-stayed bridges" 92 (92): 2582-2590, 2010

      12 Wang X, "Enhancement of basalt FRP by hybridization for long-span cable-stayed bridge" 44 (44): 184-192, 2013

      13 Meier U, "Connecting high-performance carbon-fiberreinforced polymer cables of suspension and cable-stayed bridges through the use of gradient materials" 3 (3): 379-384, 1996

      14 Liu Y, "Carbon fiber reinforced polymer for cable structures-A review" 7 (7): 2078-2099, 2015

      15 Meier U, "Carbon fiber reinforced polymer cables : Why? Why not? What if?" 37 (37): 399-411, 2012

      16 Mei KH, "Application study on the first cable-stayed bridge with CFRP cables in China" 2 (2): 242-248, 2015

      17 "Anchorage, grip and coupler for prestressing tendons. GB/T14370"

      18 Wang LC, "Anchorage systems of CFRP cables in cable structures — A review" 160 : 82-99, 2018

      19 Pincheira LA, "Anchorage of carbon fiber reinforced polymer(CFRP)tendons using cold-swaged barrels" 46 (46): 100-111, 2001

      20 Carvelli V, "Anchor system for tension testing of large diameter GFRP bars" 13 (13): 344-349, 2009

      21 Naderpour H, "An innovative approach for bond strength modeling in FRP strip-to-concrete joints using adaptive neuro-fuzzy inference system" 36 (36): 1083-1100, 2019

      22 Cai DS, "A numerical investigation on the performance of composite anchors for CFRP tendons" 112 : 848-855, 2016

      23 Wang X, "A novel anchor method for multitendon FRP cable : Manufacturing and experimental study" 19 : 04015010-, 2014

      24 Wang X, "A novel anchor method for multi-tendon FRP cable : Concept and FE study" 120 : 552-564, 2015

      25 Sayed-Ahmed EY, "A new steel anchorage system for post-tensioning applications using carbon fibre reinforced plastic tendons" 25 (25): 113-127, 1998

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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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      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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