Vibration and damping analysis of flexible aluminum tube under the variation of support plate geometry using low speed water tunnel

Vibration response and damping effects on flexible aluminum tube placed in tube-bundle under fluid interaction velocity of 0.5 m/s using water tunnel, is analyzed experimentally for drag and lift direction. The study is undertaken to reduce the flow-induced instabilities in heat-exchanger, proposing...

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Veröffentlicht in:Ocean engineering 2020-11, Vol.216, p.108114, Article 108114
Hauptverfasser: Bashir, Muhammad Shahid, Kashif, Aizaz, Khushnood, Shahab
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Sprache:eng
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Zusammenfassung:Vibration response and damping effects on flexible aluminum tube placed in tube-bundle under fluid interaction velocity of 0.5 m/s using water tunnel, is analyzed experimentally for drag and lift direction. The study is undertaken to reduce the flow-induced instabilities in heat-exchanger, proposing low-vibrating design approach. Therefore, three tube bundles in triangular arrangement using distinct support plate thickness of 2 mm, 2.8 mm, and 3.6 mm under (P/D) ratio of 1.45 are developed, respectively. The vibrations are sensed through tri-axial accelerometer mounted at top of central-tube. The damping factors are assessed for monitored/central tube of each tube-bundle at tuned natural frequencies of 9, 8, 7, and 6 Hz, respectively. Whereas, tube-vibration response is further analyzed in terms of RMS-acceleration and dimensionless magnitude at fixed natural frequency of 8 Hz. The results highlight that, the damping factors (under all four natural frequencies) exhibit increasing and the tube-vibrations show decreasing trend with increase in support plate thickness, respectively. Moreover, successive decrease in natural frequency of tube (9-6 Hz) influence the damping factors to increase for each tube bundle. Based on assessment, it is noted that tube-bundle comprising 3.6 mm thick support plate along 8 Hz natural frequency, shows maximum stability for given setup. •Experimental analysis of flexible aluminum tube in triangular tube bundle is performed.•Fully flooded fluid flow interaction with tube bundle is attained through water tunnel.•Vibration response of tube is examined under three distinct support plate thickness.•Damping analysis is performed under four natural frequencies and three distinct support plates.•Stability criteria for central tube is assessed through vibration response and damping factors.
ISSN:0029-8018
1873-5258
DOI:10.1016/j.oceaneng.2020.108114