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    Design of Concrete-Filled FRP Tubular Columns: Provisions in the Chinese Technical Code for Infrastructure Application of FRP Composites 

    Source: Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 003
    Author(s): T. Yu; J. G. Teng
    Publisher: American Society of Civil Engineers
    Abstract: In recent years, fiber-reinforced polymer (FRP) composites have found wide applications in new construction. A popular type of hybrid member incorporating FRP is the concrete-filled FRP tube (CFFT), consisting of an FRP ...
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    Behavior of Hybrid FRP-Concrete-Steel Double-Skin Tubular Columns with a Square Outer Tube and a Circular Inner Tube Subjected to Axial Compression 

    Source: Journal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 002
    Author(s): T. Yu; J. G. Teng
    Publisher: American Society of Civil Engineers
    Abstract: Hybrid fiber-reinforced polymer (FRP) concrete steel, double skin tubular columns (DSTCs) are a new form of hybrid columns. The most common sectional form of hybrid DSTCs consists of a layer of concrete sandwiched between ...
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    The Effects of Material Strength, Stress Ratio, and Compressive Overload on the Threshold Behavior of a SAE1045 Steel 

    Source: Journal of Engineering Materials and Technology:;1985:;volume( 107 ):;issue: 001:;page 19
    Author(s): M. T. Yu; T. H. Topper
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The fatigue crack growth rate behavior of a SAE1045 steel in the as received condition and four different quenched and tempered conditions was studied as a function of stress ratio and peak ...
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    Compressive Behavior of Double-Skin Tubular Columns with High-Strength Concrete and a Filament-Wound FRP Tube 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 005
    Author(s): B. Zhang; J. G. Teng; T. Yu
    Publisher: American Society of Civil Engineers
    Abstract: Hybrid fiber-reinforced polymer (FRP)–concrete–steel double-skin tubular columns (DSTCs) consist of an outer FRP tube and an inner steel tube, with the space between them filled with concrete. Many experimental studies ...
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    Application of the Hybrid Method to the Transient Thermal Stresses Response in Isotropic Annular Fins 

    Source: Journal of Applied Mechanics:;1999:;volume( 066 ):;issue: 002:;page 340
    Author(s): L.-T. Yu; C.-K. Chen
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents the transient stress distribution in a perfectly elastic isotropic annular fin. The nonlinear transient conduction-convection-radiation heat tranafer annular fin equation is ...
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    Analysis-Oriented Stress-Strain Model for Concrete under Combined FRP-Steel Confinement 

    Source: Journal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 005
    Author(s): J. G. Teng; G. Lin; T. Yu
    Publisher: American Society of Civil Engineers
    Abstract: Fiber reinforced polymer (FRP) jacketing of reinforced concrete (RC) columns is now a widely accepted strengthening/retrofit technique. The extensive existing research conducted on concrete in FRP-confined RC columns has ...
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    Behavior of CFRP Laminates Bonded to a Steel Substrate Using a Ductile Adhesive 

    Source: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 002
    Author(s): D. Fernando; T. Yu; J. G. Teng
    Publisher: American Society of Civil Engineers
    Abstract: Strengthening of steel structures with adhesively bonded carbon fiber–reinforced polymer (CFRP) laminates (or plates) has received extensive research attention over the past few years. Existing studies have revealed that ...
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    Behavior of Concrete-Filled FRP Tubes under Cyclic Axial Compression 

    Source: Journal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 003
    Author(s): B. Zhang; T. Yu; J. G. Teng
    Publisher: American Society of Civil Engineers
    Abstract: Concrete-filled fiber-reinforced polymer (FRP) tubes (CFFTs) are an attractive form of hybrid compression members incorporating FRP. CFFTs have several advantages over traditional column forms, including their excellent ...
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    Design-Oriented Stress–Strain Model for Concrete under Combined FRP-Steel Confinement 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 004
    Author(s): G. Lin; T. Yu; J. G. Teng
    Publisher: American Society of Civil Engineers
    Abstract: Extensive research has been conducted on fiber-reinforced polymer (FRP)-confined plain and RC columns, leading to a large number of stress–strain models. Most of these models have been developed for FRP-confined plain ...
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    FRP-Confined Self-Compacting Concrete under Axial Compression 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 011
    Author(s): T. Yu; X. L. Fang; J. G. Teng
    Publisher: American Society of Civil Engineers
    Abstract: Self-compacting concrete (SCC) has become increasingly popular in recent years, particularly in constructing heavily reinforced concrete structures cast with a stay-in-place form (e.g., concrete-filled tubular columns) ...
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