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    Fatigue Performance of Ballastless Track Slabs Reinforced with BFRP and SFCB 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 001
    Author(s): Yang Yang; Gang Wu; Zhi-Shen Wu
    Publisher: American Society of Civil Engineers
    Abstract: The main objective of this research was to evaluate the behavior of fiber-reinforced polymer (FRP) bar-reinforced ballastless track slab subjected to a fatigue loading. Five ballastless track slabs were experimentally ...
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    Discussion of “Prediction of Intermediate Crack Debonding Strain of Externally Bonded FRP Laminates in RC Beams and One-Way Slabs” by H. M. Elsanadedy, H. Abbas, Y. A. Al-Salloum, and T. H. Almusallam 

    Source: Journal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 002
    Author(s): Jia-Wei Shi; Zhi-Shen Wu
    Publisher: American Society of Civil Engineers
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    Effect of FRP Configurations on the Fatigue Repair Effectiveness of Cracked Steel Plates 

    Source: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 001
    Author(s): Hai-Tao Wang; Gang Wu; Zhi-Shen Wu
    Publisher: American Society of Civil Engineers
    Abstract: The epoxy-bonded fiber-reinforced polymer (FRP) technique has been attracting more attention for repairing steel structures. In this paper, cracked steel plates repaired with FRP laminates were investigated with the finite ...
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    Seismic Behavior of Concrete Columns Reinforced by Steel-FRP Composite Bars 

    Source: Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 005
    Author(s): Ze-Yang Sun; Gang Wu; Zhi-Shen Wu; Min Zhang
    Publisher: American Society of Civil Engineers
    Abstract: Steel-fiber-reinforced polymer (FRP) composite bars (SFCBs) are a novel reinforcement for concrete structures. Because of the FRP’s linear elastic characteristic and high ultimate strength, they can achieve a stable postyield ...
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    Effect of Rubber Toughening Modification on the Tensile Behavior of FRP Composites in Concrete-Based Alkaline Environment 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 012
    Author(s): Jia-Wei Shi; Hong Zhu; Jian-Guo Dai; Xin Wang; Zhi-Shen Wu
    Publisher: American Society of Civil Engineers
    Abstract: This study focuses on the tensile behavior of fiber-reinforced polymer (FRP) composites in a concrete-based alkaline environment. Because basalt/glass FRP (BFRP/GFRP) composites exhibit relatively poor alkaline resistance ...
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    Shear Capacity Comparison of Four Different Composite Interfaces between FRP Plates and Concrete Substrate 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 004
    Author(s): Pu Zhang; Hong Zhu; Gang Wu; Shao-Ping Meng; Zhi-Shen Wu
    Publisher: American Society of Civil Engineers
    Abstract: The mechanical performance of four types of interfaces between fiber-reinforced polymer (FRP) plate and concrete was compared by double-lap-shear test. The study found that the failure characteristics of the four interfaces ...
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    Mechanical Properties of Steel-FRP Composite Bar under Uniaxial and Cyclic Tensile Loads 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 010
    Author(s): Gang Wu; Zhi-Shen Wu; Yun-Biao Luo; Ze-Yang Sun; Xian-Qi Hu
    Publisher: American Society of Civil Engineers
    Abstract: This paper introduces a newly developed steel-fiber-reinforced polymer (FRP) composite bar (SFCB) and proposes the ideal configuration based on a large number of exploratory tests on handmade products. Based on factory ...
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    Flexural Behavior of Concrete Beams Strengthened with New Prestressed Carbon-Basalt Hybrid Fiber Sheets 

    Source: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 004
    Author(s): Gang Wu; Jia-Wei Shi; Wen-Jun Jing; Zhi-Shen Wu
    Publisher: American Society of Civil Engineers
    Abstract: The prestressed fiber-reinforced polymer (FRP) strengthening technique has been demonstrated to be an effective method to improve the effectiveness of FRP materials and the performance of the strengthened members under ...
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    Performance and Parametric Analysis of Flexural Strengthening for RC Beams with NSM-CFRP Bars 

    Source: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 004
    Author(s): Gang Wu; Zhi-Qiang Dong; Zhi-Shen Wu; Li-Wei Zhang
    Publisher: American Society of Civil Engineers
    Abstract: The flexural strengthening of concrete structures by the near-surface-mounted (NSM) method has proven to be a reliable alternative to the existing externally bonded (EB) method using carbon fiber–reinforced polymer (CFRP) ...
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    Confinement Effectiveness of FRP in Retrofitting Circular Concrete Columns under Simulated Seismic Load 

    Source: Journal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 005
    Author(s): Dong-Sheng Gu; Gang Wu; Zhi-Shen Wu; Yu-Fei Wu
    Publisher: American Society of Civil Engineers
    Abstract: The results of a research program that evaluated the confinement effectiveness of the type and the amount of fiber-reinforced polymer (FRP) used to retrofit circular concrete columns are presented. A total of 17 circular ...
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