An experimental investigation has been conducted to determine the effectiveness of base shield plates in reducing the drag of a rough circular cylinder in a cross flow at Reynolds numbers in the range 3×104⁴≤ Re ≤10.5×104⁴. Three model confi...
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https://www.riss.kr/link?id=A104997899
Nabil A. H. EL- Khairy (University of Jordan)
2008
-
KCI등재,SCIE,SCOPUS
학술저널
377-389(13쪽)
0
0
상세조회0
다운로드다국어 초록 (Multilingual Abstract)
An experimental investigation has been conducted to determine the effectiveness of base shield plates in reducing the drag of a rough circular cylinder in a cross flow at Reynolds numbers in the range 3×104⁴≤ Re ≤10.5×104⁴. Three model confi...
An experimental investigation has been conducted to determine the effectiveness of base shield plates in reducing the drag of a rough circular cylinder in a cross flow at Reynolds numbers in the range 3×104⁴≤ Re ≤10.5×104⁴. Three model configurations were investigated and compared: a plane cylinder (PC), a cylinder with a splitter plate (MC1) and a cylinder fitted with base shield plates (MC2). Each configuration was studied in the sub and supercritical flow regimes. The chord of the plates, L, ranged from 0.22 to 1.50D and the cavity width, G, between the plates was in the range from 0 to 0.93D. It is recognized that base shield plates can be employed more effectively than splitter plates to reduce the aerodynamic drag of circular cylinders in both the sub- and supercritical flow regimes. For subcritical
flow regime, one can get 53% and 24% drag reductions for the MC2 and MC1 models with L/D = 1.0, respectively, compared with the PC model. For supercritical flow regime however, the corresponding drag reductions are 38% and 7%.
참고문헌 (Reference)
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Influence of spacing between buildings on wind characteristics above rural and suburban areas
Effect of building volume and opening size on fluctuating internal pressures
Design of aerodynamic stabilizing cables for a cable-stayed bridge during construction
Design of aerodynamic stabilizing cables for a cable-stayed bridge during construction
학술지 이력
연월일 | 이력구분 | 이력상세 | 등재구분 |
---|---|---|---|
2022 | 평가예정 | 해외DB학술지평가 신청대상 (해외등재 학술지 평가) | |
2021-12-01 | 평가 | 등재후보 탈락 (해외등재 학술지 평가) | |
2020-12-01 | 평가 | 등재후보로 하락 (해외등재 학술지 평가) | |
2011-01-01 | 평가 | 등재학술지 유지 (등재유지) | |
2009-01-01 | 평가 | 등재학술지 유지 (등재유지) | |
2007-01-01 | 평가 | 등재 1차 FAIL (등재유지) | |
2005-09-23 | 학술지등록 | 한글명 : Wind and Structures, An International Journal외국어명 : Wind and Structures, An International Journal | |
2004-01-01 | 평가 | 등재학술지 선정 (등재후보2차) | |
2003-01-01 | 평가 | 등재후보 1차 PASS (등재후보1차) | |
2001-07-01 | 평가 | 등재후보학술지 선정 (신규평가) |
학술지 인용정보
기준연도 | WOS-KCI 통합IF(2년) | KCIF(2년) | KCIF(3년) |
---|---|---|---|
2016 | 0.9 | 0.45 | 0.69 |
KCIF(4년) | KCIF(5년) | 중심성지수(3년) | 즉시성지수 |
0.62 | 0.58 | 0.301 | 0.15 |