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    Closure to “Fatigue Behavior of Cracked Steel Plates Strengthened with Different CFRP Systems and Configurations” by Hai-Tao Wang, Gang Wu, and Jian-Biao Jiang 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 003
    Author(s): Hai-Tao Wang; Gang Wu; Jian-Biao Jiang
    Publisher: American Society of Civil Engineers
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    Fatigue Behavior of Cracked Steel Plates Strengthened with Different CFRP Systems and Configurations 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 003
    Author(s): Hai-Tao Wang; Gang Wu; Jian-Biao Jiang
    Publisher: American Society of Civil Engineers
    Abstract: Using carbon-fiber-reinforced polymer (CFRP) materials can extend the fatigue life of damaged steel structures. However, several issues still need to be studied. In this paper, experimental and numerical studies were ...
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    Quasi-Accurate Detection of Outliers for Correlated Observations 

    Source: Journal of Surveying Engineering:;2007:;Volume ( 133 ):;issue: 003
    Author(s): Jian-Feng Guo; Ji-Kun Ou; Hai-Tao Wang
    Publisher: American Society of Civil Engineers
    Abstract: Experience with surveying practices has shown that correlated observations are very often encountered, especially in preprocessed observations. Hence, it is not only of theoretical interest, but also of practical interest, ...
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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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    Fatigue Behavior of Cracked Steel Plates Strengthened with Different CFRP Systems and Configurations 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 003
    Author(s): Hai-Tao Wang; Gang Wu; Jian-Biao Jiang
    Publisher: American Society of Civil Engineers
    Abstract: Using carbon-fiber-reinforced polymer (CFRP) materials can extend the fatigue life of damaged steel structures. However, several issues still need to be studied. In this paper, experimental and numerical studies were ...
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    Experimental Study on the Fatigue Behavior of Steel Beams Strengthened with Different Fiber-Reinforced Composite Plates 

    Source: Journal of Composites for Construction:;2012:;Volume ( 016 ):;issue: 002
    Author(s): Gang Wu; Hai-Tao Wang; Zhi-Shen Wu; Hai-Yang Liu; Yi Ren
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study was conducted to investigate the fatigue behavior of artificially notched steel beams strengthened with four different types of materials tested under equivalent tensile stiffness. These materials ...
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    Experimental Study on the Flexural Behavior of Large-Scale Reinforced Concrete Beams Strengthened with Prestressed CFRP Plates 

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 006:;page 04022076
    Author(s): Hai-Tao Wang; Sai-Sai Liu; Chang-Yu Zhu; Hao Xiong; Guo-Wen Xu
    Publisher: ASCE
    Abstract: Carbon fiber–reinforced polymer (CFRP) systems have been widely used to strengthen concrete structures. To further study the flexural strengthening of concrete beams with prestressed CFRP plates, flexural tests of large-scale ...
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