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    Experimental Investigation on Shear Behavior of FRP Prestressed Concrete Beams with Shear Reinforcements 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 010:;page 04022084
    Author(s): Fei Peng; Weichen Xue
    Publisher: ASCE
    Abstract: To evaluate the shear behavior of prestressed concrete (PC) beams with fiber-reinforced polymer (FRP) reinforcements, a total of seven large-scale beams, including one without stirrups, one with steel stirrups, and the ...
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    Shear Behavior of Post-Tensioned Concrete Beams with Draped FRP Tendons and without Transverse Reinforcement 

    Source: Journal of Composites for Construction:;2021:;Volume ( 025 ):;issue: 004:;page 04021027-1
    Author(s): Fei Peng; Weichen Xue
    Publisher: ASCE
    Abstract: To investigate the shear behavior of post-tensioned concrete beams with fiber-reinforced polymer (FRP) reinforcements, six large-scale post-tensioned beams without transverse reinforcement and with a shear span-to-effective ...
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    Flexural Behavior and Design of Ultrahigh-Performance Concrete Beams Reinforced with GFRP Bars 

    Source: Journal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 004:;page 04024019-1
    Author(s): Fei Peng; Jidong Deng; Weichen Xue
    Publisher: American Society of Civil Engineers
    Abstract: The combination of glass fiber–reinforced polymer (GFRP) and ultrahigh-performance concrete (UHPC) to form structural members has generated significant interest due to their excellent durability and mechanical properties. ...
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    Design Equations for Flexural Capacity of Concrete Beams Reinforced with Glass Fiber–Reinforced Polymer Bars 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 003
    Author(s): Weichen Xue; Fei Peng; Qiaowen Zheng
    Publisher: American Society of Civil Engineers
    Abstract: The flexural failure mode of concrete beams reinforced with glass fiber-reinforced polymer (GFRP) bars changes from GFRP rupture to concrete crushing as the reinforcement ratio increases. Due to the uncertainties of material ...
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    Design Equations for Flexural Capacity of Concrete Beams Reinforced with Glass Fiber–Reinforced Polymer Bars 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 003
    Author(s): Weichen Xue; Fei Peng; Qiaowen Zheng
    Publisher: American Society of Civil Engineers
    Abstract: The flexural failure mode of concrete beams reinforced with glass fiber-reinforced polymer (GFRP) bars changes from GFRP rupture to concrete crushing as the reinforcement ratio increases. Due to the uncertainties of material ...
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    Calibration of Strength Reduction Factor for Reinforced Ultra-High-Performance Concrete Bridge Girders in Flexure 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 010
    Author(s): Wenyuan Xue; Fei Peng; Weichen Xue
    Publisher: ASCE
    Abstract: Ultra-high-performance concrete (UHPC) has been widely used in bridges and other structures throughout the world. However, very limited studies have been carried out to address the strength reduction factor for reinforced ...
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    Experimental Investigation on Punching Shear Mechanism of Concrete Interior Slab-Column Connections without Shear Reinforcement 

    Source: Journal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 002:;page 04021250
    Author(s): Yue-Fan Wu; Hui Chen; Fei Peng; Wei-Jian Yi
    Publisher: ASCE
    Abstract: The punching shear failure of reinforced concrete flat plates has puzzled researchers for a long time due to the complexity of the punching shear mechanism and the difficulty of direct measurements of the internal failure ...
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    Optimal Network Design of Battery-Powered Electric Feeder Bus with Determination of Fleet Size and Number of Chargers 

    Source: Journal of Transportation Engineering, Part A: Systems:;2021:;Volume ( 148 ):;issue: 001:;page 04021097
    Author(s): Jie Xiong; Tianxing Huang; Yan Xu; Tongfei Li; Fei Peng
    Publisher: ASCE
    Abstract: This paper investigates an optimization problem regarding feeder bus network design for metro stations, based on the wide use of battery-powered electric buses. To characterize the problem, a mixed integer programming model ...
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    Design Approach for Short-Term Deflection of Simple and Continuous Steel–Concrete Composite Beams Considering Interface Slip 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 007:;page 04025072-1
    Author(s): Fei Peng; Weichen Xue; Lili Bai; Miao Du
    Publisher: American Society of Civil Engineers
    Abstract: Due to the slip occurring at the interface between the steel beam and the concrete slab, accurately predicting the deformation behavior of steel–concrete composite beams is rather complicated. In this paper, a mechanics-based ...
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    Prediction of Thermal Decomposition of Hardened Cement Paste 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 005
    Author(s): Jie Zhao; Jian-Jun Zheng; Gai-Fei Peng; Klaas van Breugel
    Publisher: American Society of Civil Engineers
    Abstract: When exposed to elevated temperatures, various constituents in hardened cement paste will undergo decomposition, resulting in thermal damage of concrete. To better understand the thermal damage mechanism, it is essential ...
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