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    Selection of Durable Closure Pour Materials for Accelerated Bridge Construction 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 006
    Author(s): Peng Zhu; Zhongguo John Ma
    Publisher: American Society of Civil Engineers
    Abstract: With the public’s demands for reduced construction time and traveling delays, full-depth precast bridge decks or decked bulb tees are being more widely used. When these systems are used, precast elements are brought to the ...
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    Mixture Optimization of Green Reactive Powder Concrete with Recycled Powder 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume (031):;issue:005
    Author(s): XinQi Mao;Wenjun Qu;Peng Zhu
    Publisher: American Society of Civil Engineers
    Abstract: Recycled powder (RP), generated from construction waste, can be used as supplementary cementitious material. It is promising to use recycled powder in reactive powder concrete (RPC) to develop a green high-performance ...
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    Numerical and Analytical Study of Concrete Beams Reinforced with Hybrid Fiber-Reinforced Polymer and Steel Bars 

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 005:;page 04022045
    Author(s): Jiajing Xu; Peng Zhu; Wenjun Qu
    Publisher: ASCE
    Abstract: This study presents a numerical model to evaluate the flexural behavior of concrete beams reinforced with hybrid fiber-reinforced polymer (FRP) and steel bars. The bond–slip action between the reinforcing bars and the ...
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    Mixture Optimization of Green Reactive Powder Concrete with Recycled Powder 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 005
    Author(s): XinQi Mao; Wenjun Qu; Peng Zhu
    Publisher: American Society of Civil Engineers
    Abstract: Recycled powder (RP), generated from construction waste, can be used as supplementary cementitious material. It is promising to use recycled powder in reactive powder concrete (RPC) to develop a green high-performance ...
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    Experimental Study of Fatigue Flexural Performance of Concrete Beams Reinforced with Hybrid GFRP and Steel Bars 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 005
    Author(s): Peng Zhu; Jiajing Xu; Wenjun Qu; Hao Hao
    Publisher: American Society of Civil Engineers
    Abstract: Concrete beams reinforced with a combination of steel and glass fiber-reinforced polymer (GFRP) bars exhibit promising strength, serviceability, and durability. The fatigue performance of concrete beams with hybrid ...
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    Design Propositions for Hybrid FRP-Steel Reinforced Concrete Beams 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 004
    Author(s): Lei Pang; Wenjun Qu; Peng Zhu; Jiajing Xu
    Publisher: American Society of Civil Engineers
    Abstract: Concrete beams reinforced with a combination of steel and fiber-reinforced polymer (FRP) bars can provide increased strength, serviceability, and durability. However, the amounts of FRP and steel necessary to ensure ...
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    Applying Method of Moments to Model the Reliability of Deteriorating Performance to Asphalt Pavement under Freeze-Thaw Cycles in Cold Regions 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 001
    Author(s): Biao Ma; Wei Si; Dong-peng Zhu; Hai-nian Wang
    Publisher: American Society of Civil Engineers
    Abstract: Accurate deterioration models play a critical role in designing and managing transportation infrastructure. Regular models simply consider loading factor and its relative uncertainties. However, climate and environment ...
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    Design Propositions for Hybrid FRP-Steel Reinforced Concrete Beams 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 004
    Author(s): Lei Pang; Wenjun Qu; Peng Zhu; Jiajing Xu
    Publisher: American Society of Civil Engineers
    Abstract: Concrete beams reinforced with a combination of steel and fiber-reinforced polymer (FRP) bars can provide increased strength, serviceability, and durability. However, the amounts of FRP and steel necessary to ensure ...
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    Fatigue Evaluation of Transverse U-Bar Joint Details for Accelerated Bridge Construction 

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 002
    Author(s): Peng Zhu; Zhongguo John Ma; Qi Cao; Catherine E. French
    Publisher: American Society of Civil Engineers
    Abstract: When precast full-depth deck panels and/or decked bulb-Ts (DBTs) are used for accelerated bridge construction, transverse joints exist. In this study, continuous transverse U-bar joint details, which can provide negative ...
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    Fatigue Evaluation of Longitudinal U-Bar Joint Details for Accelerated Bridge Construction 

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 002
    Author(s): Peng Zhu; Zhongguo John Ma; Catherine E. French
    Publisher: American Society of Civil Engineers
    Abstract: Continuous longitudinal U-bar joint details for accelerated bridge construction are investigated. Four pairs of full-scale slabs connected by a U-bar detail with one of the selected closure-pour materials were tested under ...
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