Experimental study of vortex-induced vibration of a twin-tube submerged floating tunnel segment model. (April 2020)
- Record Type:
- Journal Article
- Title:
- Experimental study of vortex-induced vibration of a twin-tube submerged floating tunnel segment model. (April 2020)
- Main Title:
- Experimental study of vortex-induced vibration of a twin-tube submerged floating tunnel segment model
- Authors:
- Deng, Shi
Ren, Haojie
Xu, Yuwang
Fu, Shixiao
Moan, Torgeir
Gao, Zhen - Abstract:
- Abstract: The cross-flow vortex-induced vibration features of a submerged floating tunnel element, which is composed of two rigidly connected cylinders in a tandem configuration, were investigated via a self-oscillation model test in a steady flow. The Reynolds number ranged from 2 × 10 4 to 9 × 10 4, and the ratio of the center-to-center distance between the two cylinders and cylinder diameter varied within a range of 2-4. The vortex induced vibration responses and lift forces on the up- and downstream cylinders were studied under different spacing ratios and compared with those on a single cylinder. The results show that the spacing ratio plays an important role in VIV until the ratio reaches 4. For a small spacing ratio, a significant difference between the lift forces on the up- and downstream cylinders appears and induces a large torsional moment. For the convenience of engineering application, a torsional coefficient was proposed. The maximum torsional coefficient can reach 2.9, 1.2 and 0.98 for spacing ratios of 2, 3 and 4 at the reduced velocity of 5, respectively. Considering the vortex induced vibration responses as well as the torsional moment, a spacing ratio of 3 was recommended for tandem floating tunnel design. Highlights: Self-oscillation test of a twin-tube submerged floating tunnel segment model. Lift forces on stationary and self-oscillation twin-cylinder are compared. A torsional moment is induced due to the difference of lift force on the cylinders.Abstract: The cross-flow vortex-induced vibration features of a submerged floating tunnel element, which is composed of two rigidly connected cylinders in a tandem configuration, were investigated via a self-oscillation model test in a steady flow. The Reynolds number ranged from 2 × 10 4 to 9 × 10 4, and the ratio of the center-to-center distance between the two cylinders and cylinder diameter varied within a range of 2-4. The vortex induced vibration responses and lift forces on the up- and downstream cylinders were studied under different spacing ratios and compared with those on a single cylinder. The results show that the spacing ratio plays an important role in VIV until the ratio reaches 4. For a small spacing ratio, a significant difference between the lift forces on the up- and downstream cylinders appears and induces a large torsional moment. For the convenience of engineering application, a torsional coefficient was proposed. The maximum torsional coefficient can reach 2.9, 1.2 and 0.98 for spacing ratios of 2, 3 and 4 at the reduced velocity of 5, respectively. Considering the vortex induced vibration responses as well as the torsional moment, a spacing ratio of 3 was recommended for tandem floating tunnel design. Highlights: Self-oscillation test of a twin-tube submerged floating tunnel segment model. Lift forces on stationary and self-oscillation twin-cylinder are compared. A torsional moment is induced due to the difference of lift force on the cylinders. Spacing ratio heavily affects the vortex induced response, lift and torsion. … (more)
- Is Part Of:
- Journal of fluids and structures. Volume 94(2019)
- Journal:
- Journal of fluids and structures
- Issue:
- Volume 94(2019)
- Issue Display:
- Volume 94, Issue 2019 (2019)
- Year:
- 2019
- Volume:
- 94
- Issue:
- 2019
- Issue Sort Value:
- 2019-0094-2019-0000
- Page Start:
- Page End:
- Publication Date:
- 2020-04
- Subjects:
- Submerged floating tunnel -- Vortex-induced vibration -- Response amplitude -- Lift force -- Torsional moment
Fluid-structure interaction -- Periodicals
Fluid mechanics -- Periodicals
Structural dynamics -- Periodicals
Structural analysis (Engineering) -- Periodicals
620.106 - Journal URLs:
- http://www.sciencedirect.com/science/journal/08899746 ↗
http://www.idealibrary.com ↗
http://firstsearch.oclc.org ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.jfluidstructs.2020.102908 ↗
- Languages:
- English
- ISSNs:
- 0889-9746
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 4984.510000
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