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    Structural Behavior of RC Foundation Connections for Hybrid FRP-Concrete-Steel Double-Skin Tubular Columns under Constant Axial Compression and Lateral Cyclic Loading 

    Source: Journal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 005:;page 04024041-1
    Author(s): P. Xie; Y. C. Zhou; G. M. Chen; Y. H. Huang; Y. S. Huang
    Publisher: American Society of Civil Engineers
    Abstract: During an earthquake, the casualties and economic loss due to infrastructure failure, such as bridges, are prohibitive. In addition, the deterioration in the steel reinforcements in bridges due to corrosion issues leads ...
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    Hybrid FRP–Concrete–Steel Double-Skin Tubular Columns: Creep Behavior and Compressive Behavior after Sustained Loading 

    Source: Journal of Composites for Construction:;2025:;Volume ( 029 ):;issue: 001:;page 04024076-1
    Author(s): G. M. Chen; C. Zhao; C. H. Rao; Guan Lin; P. Xie
    Publisher: American Society of Civil Engineers
    Abstract: Hybrid fiber-reinforced polymer (FRP)–concrete–steel double-skin tubular columns (DSTCs), which consist of an inner steel and an outer FRP tube, with the space between the two tubes filled with concrete, are a promising ...
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    The Zero-Stress State of Rat Veins and Vena Cava 

    Source: Journal of Biomechanical Engineering:;1991:;volume( 113 ):;issue: 001:;page 36
    Author(s): J. P. Xie; S. Q. Liu; R. F. Yang; Y. C. Fung
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The zero-stress state of a vein is, like that of an artery, not a closed cylindrical tube, but is a series of segments whose cross-sections are open sectors. An opening angle of each sector ...
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    Concrete-Filled Multicellular Steel-Tube Shear Walls with FRP Tubes Embedded in CFST: Concept and Seismic Performance 

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 006:;page 04022072
    Author(s): F. M. Ren; C. L. Lai; J. Y. Guo; G. M. Chen; Y. Tao; P. Xie
    Publisher: ASCE
    Abstract: In this study, a new composite shear wall is proposed, which consists of fiber-reinforced polymer (FRP)-confined concrete cores embedded in the concrete-filled steel tubular (CFST) columns as boundary elements of concrete-filled ...
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