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    Theorems for Flexural Design of RC Members 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 005
    Author(s): Yu-Fei Wu
    Publisher: American Society of Civil Engineers
    Abstract: Three theorems of the flexural theory for RC members are derived to identify two critical points on a moment–curvature curve: (1) the onset of flexural strength and (2) the onset of the so-called true ultimate curvature. ...
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    Theorems for Flexural Design of RC Members 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 005
    Author(s): Yu-Fei Wu
    Publisher: American Society of Civil Engineers
    Abstract: Three theorems of the flexural theory for RC members are derived to identify two critical points on a moment–curvature curve: (1) the onset of flexural strength and (2) the onset of the so-called true ultimate ...
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    Experimental Study of Concrete Columns with Localized Failure 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 005
    Author(s): Youyi Wei; Yu-Fei Wu
    Publisher: American Society of Civil Engineers
    Abstract: To study the stress-strain behavior of axially loaded fiber-reinforced polymer (FRP)–confined concrete columns in the event of a localized failure, 32 circular concrete cylinders were tested with heavy instrumentations. ...
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    Shear Strength Components in Reinforced Concrete Members 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Yu-Fei Wu; Biao Hu
    Publisher: American Society of Civil Engineers
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    Debonding Inhibiting Mechanism of Strain Localization Plating System 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 009
    Author(s): Yu-Fei Wu; Xu Chang
    Publisher: American Society of Civil Engineers
    Abstract: Recently, a new plating system was proposed based on a strain localization mechanism for addressing the critical debonding problem in externally bonded reinforcing systems for reinforced concrete (RC) structures. The system ...
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    Quantification of Bond-Slip Relationship for Externally Bonded FRP-to-Concrete Joints 

    Source: Journal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 005
    Author(s): Yu-Fei Wu; Cheng Jiang
    Publisher: American Society of Civil Engineers
    Abstract: The interfacial bond parameters are quantified and modeled in this work through experimental and analytical studies. A database comprising 628 shear tests of externally-bonded fiber reinforced polymer (FRP) joints is built ...
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    Hybrid Bonding of FRP to Reinforced Concrete Structures 

    Source: Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 003
    Author(s): Yu-Fei Wu; Yue Huang
    Publisher: American Society of Civil Engineers
    Abstract: The adhesive attachment of fiber-reinforced polymers (FRP) laminate to the external face of reinforced concrete structures is currently one of the most popular and effective methods for retrofitting and strengthening ...
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    Characterization of Mechanically Enhanced FRP Bonding System 

    Source: Journal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 001
    Author(s): Yu-Fei Wu; Kang Liu
    Publisher: American Society of Civil Engineers
    Abstract: Despite extensive research on externally bonded fiber-reinforced polymer (EB-FRP) for rehabilitation of concrete structures in the past two decades, the industry has been slow to embrace the technology owing to some difficult ...
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    Stress–Strain Modeling of Concrete Columns with Localized Failure: An Analytical Study 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 003
    Author(s): Yu-Fei Wu; Youyi Wei
    Publisher: American Society of Civil Engineers
    Abstract: Axially-loaded concrete columns with postpeak strain-softening suffer large inelastic deformation only in a localized failure zone, leading to nonuniform deformation along the height of the columns. Therefore, calculation ...
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    General Stress-Strain Model for Steel- and FRP-Confined Concrete 

    Source: Journal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 004
    Author(s): Yu-Fei Wu; Yang Wei
    Publisher: American Society of Civil Engineers
    Abstract: A new and general stress-strain model for concrete confined by steel or fiber reinforced polymer (FRP) is developed in this work. One additional variable and one constant are added to the well-known Popovics model to control ...
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