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      KCI등재 SCIE SCOPUS

      Experimental Study on the Effect of Boundary Layer on High-Speed Train Aerodynamic Forces Measurement

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      https://www.riss.kr/link?id=A107380212

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      다국어 초록 (Multilingual Abstract)

      The influences of boundary layer thickness on the aerodynamic characteristics of a high-speed train head car were investigated with an 1:8 scaled model in an 8 m × 6 m wind tunnel at CARDC. Boundary layer thicknesses at different positions on the ballast surface were measured under the wind velocity range of 40 to 70 m/s and the Reynolds number range of 1.25 × 106 to 2.19 × 106. It was found that the effect of Reynolds number on the head car was small. The boundary layer thickness increased significantly along the ballast and decreased gradually with the increase of the wind velocity. A linearly fitted model was employed to calculate the boundary layer thickness under different wind velocities. The changing patterns of the drag and lift force coefficients with the boundary layer thickness were complex. The drag and lift coefficients increased by 5.57% and 21.97% respectively, when the boundary layer thickness was larger than 118 mm. The effects of boundary layer on lift coefficients were more prominent than on the drag coefficients.
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      The influences of boundary layer thickness on the aerodynamic characteristics of a high-speed train head car were investigated with an 1:8 scaled model in an 8 m × 6 m wind tunnel at CARDC. Boundary layer thicknesses at different positions on the bal...

      The influences of boundary layer thickness on the aerodynamic characteristics of a high-speed train head car were investigated with an 1:8 scaled model in an 8 m × 6 m wind tunnel at CARDC. Boundary layer thicknesses at different positions on the ballast surface were measured under the wind velocity range of 40 to 70 m/s and the Reynolds number range of 1.25 × 106 to 2.19 × 106. It was found that the effect of Reynolds number on the head car was small. The boundary layer thickness increased significantly along the ballast and decreased gradually with the increase of the wind velocity. A linearly fitted model was employed to calculate the boundary layer thickness under different wind velocities. The changing patterns of the drag and lift force coefficients with the boundary layer thickness were complex. The drag and lift coefficients increased by 5.57% and 21.97% respectively, when the boundary layer thickness was larger than 118 mm. The effects of boundary layer on lift coefficients were more prominent than on the drag coefficients.

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      참고문헌 (Reference)

      1 Liu X, "Wind tunnel tests for mean wind loads on road vehicles" 150 : 15-21, 2016

      2 Li Y, "Wind tunnel study of a sudden change of train wind loads due to the wind shielding effects of bridge towers and passing trains" 139 (139): 1249-1259, 2013

      3 Schober M, "Wind tunnel investigation of an ICE 3 end car on three standard ground scenarios" 98 : 345-352, 2010

      4 Bell JR, "Wind tunnel analysis of the slipstream and wake of a high-speed train" 134 : 122-138, 2014

      5 Muld T, "Wake characteristics of high-speed trains with different lengths" 228 (228): 333-342, 2013

      6 Bell JR, "The boundary-layer characteristics and unsteady flow topology of full-scale operational inter-modal freight trains" 201 : 104164-, 2020

      7 Huang ZX, "Study on simulation manner of wind tunnel test of high-speed train model" 10 (10): 87-93, 2013

      8 Xiao JP, "Review of aerodynamic investigation for high speed train" 35 (35): 1-12, 2013

      9 Sun ZX, "Numerical study on ground effect of highspeed trains" 30 (30): 61-69, 2013

      10 Jia LR, "Numerical calculation of boundary layers and wake characteristics of high-speed trains with different lengths" 12 (12): e0189798-, 2017

      1 Liu X, "Wind tunnel tests for mean wind loads on road vehicles" 150 : 15-21, 2016

      2 Li Y, "Wind tunnel study of a sudden change of train wind loads due to the wind shielding effects of bridge towers and passing trains" 139 (139): 1249-1259, 2013

      3 Schober M, "Wind tunnel investigation of an ICE 3 end car on three standard ground scenarios" 98 : 345-352, 2010

      4 Bell JR, "Wind tunnel analysis of the slipstream and wake of a high-speed train" 134 : 122-138, 2014

      5 Muld T, "Wake characteristics of high-speed trains with different lengths" 228 (228): 333-342, 2013

      6 Bell JR, "The boundary-layer characteristics and unsteady flow topology of full-scale operational inter-modal freight trains" 201 : 104164-, 2020

      7 Huang ZX, "Study on simulation manner of wind tunnel test of high-speed train model" 10 (10): 87-93, 2013

      8 Xiao JP, "Review of aerodynamic investigation for high speed train" 35 (35): 1-12, 2013

      9 Sun ZX, "Numerical study on ground effect of highspeed trains" 30 (30): 61-69, 2013

      10 Jia LR, "Numerical calculation of boundary layers and wake characteristics of high-speed trains with different lengths" 12 (12): e0189798-, 2017

      11 Zhang L, "Experimental study on the effect of wind angles on pressure distribution of train streamlined zone and train aerodynamic forces" 174 : 330-348, 2018

      12 Niu JQ, "Experimental study on the effect of Reynolds number on aerodynamic performance of high-speed train with and without yaw angle" 157 : 36-46, 2016

      13 Charuvisit S, "Effects of wind barrier on a vehicle passing in the wake of a bridge tower in cross wind and its response" 92 (92): 609-639, 2004

      14 "EN 14067-6:2010, Railway applicationsaerodynamics Part 6: Rquirements and test procedures for cross wind assessment"

      15 "EN 14067-6:2009, Railway applicationsaerodynamics Part 6: Requirements and test procedures for crosswind assessment"

      16 CEN European Standard, "EN 14067-6:2008, Railway applications aerodynamics Part 6: Requirements and test procedures for crosswind assessment"

      17 Dorigatti F, "Crosswind effects on the stability of a model passenger train-A comparison of static and moving experiments" 138 : 36-51, 2015

      18 He X, "Aerodynamic characteristics of a trailing rail vehicles on viaduct based on still wind tunnel experiments" 135 : 22-33, 2014

      19 Xiang HY, "A wind tunnel test method on aerodynamic characteristics of movingvehicles under crosswinds" 163 : 15-23, 2017

      20 Pereira I, "A semi-analytical model of the 3D boundary layer over the streamlined nose of a train" 119 : 78-88, 2013

      21 Yang QS, "A moving model rig with a scale ratio of 1/8 for high speed train aerodynamics" 152 : 50-58, 2016

      22 Sterling M, "A comparison of different methods to evaluate the wind induced forces on a high sided lorry" 98 : 10-20, 2010

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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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