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    Flow–Structure Interaction Mechanism under Coriolis Conditions

    Source: Journal of Engineering Mechanics:;2021:;Volume ( 147 ):;issue: 004::page 04021015-1
    Author:
    Bei Zhang
    ,
    Yu Huang
    ,
    Chongqiang Zhu
    DOI: 10.1061/(ASCE)EM.1943-7889.0001914
    Publisher: ASCE
    Abstract: The Coriolis effect in centrifuge modeling of flow–structure interaction has not been well understood, and thus this paper presents numerical simulations to address this issue. The results indicate that the Coriolis acceleration obviously regulated the flow–structure interaction pattern. The maximum total impact force was amplified by approximately 2 times, and the force was distributed along the entire barrier surface when changing the Coriolis acceleration direction from acting at the slope to acting away from the slope. Reducing the flow velocity by 30%–40% decreased the amplification ratio by approximately 14%–29%. The alteration of the microcontact condition and the energy consumption of the dry granular flow was the main influence mechanism of the Coriolis acceleration on the flow’s impact behavior. The influence of the Coriolis effect on the viscous flow impact was completely different from that exerted on frictional flows. This discrepancy resulted from the intrinsic flow mobility determined by the material characteristics. Some practical discussions about centrifuge modeling of flow–structure interaction are made as well as some suggestions for future work.
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      Flow–Structure Interaction Mechanism under Coriolis Conditions

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4271201
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    contributor authorBei Zhang
    contributor authorYu Huang
    contributor authorChongqiang Zhu
    date accessioned2022-02-01T00:17:06Z
    date available2022-02-01T00:17:06Z
    date issued4/1/2021
    identifier other%28ASCE%29EM.1943-7889.0001914.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271201
    description abstractThe Coriolis effect in centrifuge modeling of flow–structure interaction has not been well understood, and thus this paper presents numerical simulations to address this issue. The results indicate that the Coriolis acceleration obviously regulated the flow–structure interaction pattern. The maximum total impact force was amplified by approximately 2 times, and the force was distributed along the entire barrier surface when changing the Coriolis acceleration direction from acting at the slope to acting away from the slope. Reducing the flow velocity by 30%–40% decreased the amplification ratio by approximately 14%–29%. The alteration of the microcontact condition and the energy consumption of the dry granular flow was the main influence mechanism of the Coriolis acceleration on the flow’s impact behavior. The influence of the Coriolis effect on the viscous flow impact was completely different from that exerted on frictional flows. This discrepancy resulted from the intrinsic flow mobility determined by the material characteristics. Some practical discussions about centrifuge modeling of flow–structure interaction are made as well as some suggestions for future work.
    publisherASCE
    titleFlow–Structure Interaction Mechanism under Coriolis Conditions
    typeJournal Paper
    journal volume147
    journal issue4
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0001914
    journal fristpage04021015-1
    journal lastpage04021015-14
    page14
    treeJournal of Engineering Mechanics:;2021:;Volume ( 147 ):;issue: 004
    contenttypeFulltext
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