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    Numerical Investigation on the Self-Induced Unsteadiness in Tip Leakage Flow for a Transonic Fan Rotor 

    Source: Journal of Turbomachinery:;2010:;volume( 132 ):;issue: 002:;page 21017
    Author(s): Juan Du; Feng Lin; Hongwu Zhang; Jingyi Chen
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A numerical investigation on the self-induced unsteadiness in tip leakage flow is presented for a transonic fan rotor. NASA Rotor 67 is chosen as the computational model. It is found that ...
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    The Impact of Casing Groove Location on Stall Margin and Tip Clearance Flow in a Low Speed Axial Compressor 

    Source: Journal of Turbomachinery:;2016:;volume( 138 ):;issue: 012:;page 121007
    Author(s): Juan, Du; Jichao, Li; Lipeng, Gao; Feng, Lin; Jingyi, Chen
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this study, the impact of single grooves at different locations on compressor stability and tip clearance flow are numerically and experimentally investigated. Initially, the numerical stall margin improvement (SMI) ...
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    Analyzing Prefabricated Components Supply Chain Cooperation Patterns with Multiparty Dynamics Using Evolutionary Game Theory 

    Source: Journal of Construction Engineering and Management:;2024:;Volume ( 150 ):;issue: 012:;page 04024175-1
    Author(s): Juan Du; Bing Liu; Yuqing Hu; Daniel Castro-Lacouture
    Publisher: American Society of Civil Engineers
    Abstract: Prefabricated construction has gained traction in sustainable construction practices. As a modular construction method, the prefabricated component (PC) supply chain involves key participants—producer, transporter, and ...
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    Seismic Bearing Capacity of Strip Footings on Ground Reinforced by Stone Columns Using Upper-Bound Solutions 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 009
    Author(s): Gang Zheng; Boyang Xia; Haizuo Zhou; Jiapeng Zhao; Xiaoxuan Yu; Xiang Sun; Juan Du
    Publisher: ASCE
    Abstract: In this technical note, the seismic bearing capacity coefficients of shallow foundations placed on soft ground reinforced by stone columns are evaluated based on the upper-bound theorem of limit analysis. A kinematically ...
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    DSpace software copyright © 2002-2015  DuraSpace
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