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    Numerical Simulations and Simplified Design Approaches for Large-Rupture-Strain FRP-Strengthened Reinforced Concrete Beams under Impact 

    Source: Journal of Composites for Construction:;2023:;Volume ( 027 ):;issue: 005:;page 04023037-1
    Author(s): Zenghui Ye; Yingwu Zhou; Debo Zhao
    Publisher: ASCE
    Abstract: Due to the ductile properties of large-rupture-strain fiber-reinforced polymer (LRS-FRP) laminates and their confined concrete, the failure patterns and ultimate deformation capacities of LRS-FRP-strengthened reinforced ...
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    FRP Shear-Strengthened RC Beams: Re-examining the Shear-Crack Effect 

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 005:;page 04022065
    Author(s): Cheng Chen; Xiangxiong Xiao; Yingwu Zhou; Yancai Yang; Lijuan Cheng
    Publisher: ASCE
    Abstract: Inconsistency and large scatter are widely observed in comparisons between experimentally obtained and analytically predicted shear capacity contributed by fiber-reinforced polymer (FRP) composites in FRP-strengthened ...
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    Dilation Characteristics of FRP-Confined Square Engineered Cementitious Composite Columns 

    Source: Journal of Composites for Construction:;2023:;Volume ( 027 ):;issue: 002:;page 04022108-1
    Author(s): Pengda Li; Deqing Huang; Yingwu Zhou; Songbin Zheng
    Publisher: ASCE
    Abstract: As emerging high-performance concrete, the engineered cementitious composite (ECC) has demonstrated excellent application potential in civil engineering. With the wide application of ECC, it not only excels in the tension ...
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    Mechanical Performance of Ultralightweight Cement Composite-Filled CFRP-Wrapped Steel Tube Arches with Compression-Yield Systems 

    Source: Journal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 005:;page 04024043-1
    Author(s): Yingwu Zhou; Li Zhuang; Gencheng Li; Rui Hu; Biao Hu
    Publisher: American Society of Civil Engineers
    Abstract: One of the main barriers to the acceptance and adoption of fiber-reinforced polymers (FRPs) in structural engineering is the brittle failure mode and limited ductility caused by the elastic-brittle behavior of FRP materials. ...
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    Shear Resisting Mechanisms of ECC FRP Strengthened RC Beams 

    Source: Journal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 005:;page 04024038-1
    Author(s): Cheng Chen; Tiehua Liang; Yingwu Zhou; Lijuan Cheng; Liwen Zhang
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a study that investigates the mechanisms of shear resistance in reinforced concrete (RC) beams that are shear-strengthened with engineered cementitious composites (ECCs) and fiber-reinforced ...
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    Effect of Predamage on the Stress-Strain Relationship of Confined Concrete under Monotonic Loading 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 012
    Author(s): Yu-Fei Wu; Yanchun Yun; Youyi Wei; Yingwu Zhou
    Publisher: American Society of Civil Engineers
    Abstract: Jacketing concrete columns with steel or fiber-reinforced polymer (FRP) has been identified as a highly effective way of restoring and enhancing the strength and ductility of columns damaged by catastrophic events such as ...
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    Behavior and Modeling of Hybrid CFRP/Steel Reinforced Concrete Beams with Cathodic Protection in a Marine Environment 

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 006:;page 04022079
    Author(s): Xiaoxu Huang; Yingwu Zhou; Xubin Zheng; Youbin Lan; Feng Xing; Lili Sui; Biao Hu; Shan Li
    Publisher: ASCE
    Abstract: Impressed current cathodic protection (ICCP) has been proven to be an effective technique to inhibit steel corrosion. Based on the principle of ICCP, a hybrid carbon fiber–reinforced polymer (CFRP)/steel reinforced concrete ...
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    Stress–Strain Relation of FRP-Confined Predamaged Concrete Prisms with Square Sections of Different Corner Radii Subjected to Monotonic Axial Compression 

    Source: Journal of Composites for Construction:;2019:;Volume ( 023 ):;issue: 002
    Author(s): Pengda Li; Lili Sui; Feng Xing; Mali Li; Yingwu Zhou; Yu-Fei Wu
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an experimental study on the behavior of predamaged concrete prisms that were strengthened with fiber-reinforced polymer (FRP) jackets. Tests were conducted on 46 concrete columns involving ...
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    FRP-Reinforced Concrete–Steel Double-Skin Tubular Coupling Beam Subjected to Reversed Cyclic Loading 

    Source: Journal of Composites for Construction:;2021:;Volume ( 025 ):;issue: 004:;page 04021033-1
    Author(s): Cheng Chen; Qi Zeng; Zhuo Gao; Lili Sui; Yingwu Zhou
    Publisher: ASCE
    Abstract: A fiber-reinforced polymer (FRP)-reinforced concrete–steel (FRCS) double-skin tube was developed for use as a new type of coupling beam, and its hysteretic shear performance was investigated. Reversed cyclic loading ...
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